工业园区开发企业组织结构及部门职责
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
一、 公司组织结构:
股东大会
监事会
董事会
总经理
工程副总/总监 开发副总/总监 财务副总/总监 行政副总/总监
工程部 规划开发部 财务部 人事行政部
预算部 招商销售部
招标采购部 报建组
项目经理 策划部
二、各职能体系岗位划分、人员配置及工作职责:
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
?工程部工作职责及人员配置:14人
工程副总/总监
1人
工程部经理 预算部经理 招标采购部经理项目经理
1人 1人 1人 1人
各专业工程师 资料员 预算员
6人 1人 2人
岗位名称 编制人员数 直属领导 职责描述
1、 负责部门制度制定、修改公司相应规章制度，确定工程部组织系统和工作流程; 1 工程副总/总监 总经理
2、 主持拟定工程部门人员配置、岗位
说明
关于失联党员情况说明岗位说明总经理岗位说明书会计岗位说明书行政主管岗位说明书
、人员任免及业绩考核指标，并负责其绩效考评及奖罚;
3、 确定项目工程管理系统的目标、总进度计划并监督执行;
4、 控制工程项目总投资额;
5、 参与项目可行性研究报告，组织设计任务书的编制，负责工程技术重要问的解决和协调;
6、 制定工程技术管理文件，建立完善的工程技术档案，负责审图和工程设计
方案
气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载
的审定;
7、 负责组织、审查、批准与工程建设有关的招投标和物资采购活动;
8、 组织并协调与工程项目有关的各方面工作;
9、 负责项目预算执行，控制项目成本。
weight light, and Board site big, seams less, construction progress fast, support split easy and concrete forming behind layer beautiful, flat degrees good, can reached water concrete effect, reduce workers intensity, features. 1 material requiring more than 1.1 multi-layer plate thickness 12mm thickness, flexural design strength of not less than 12.5N/mm2, modulus of elasticity is not less than 3.2x103 N/mm2, resistance to flooding, soaked in water at room temperature 72h, no glue, surface wear and corrosion resistance, smooth deviation is less than 1.5mm. 1.2 reinforcement pipe selection φ 48 standard pipe, tube wall thickness uniform, and no crack, and Alice song not round not whole, defects; template top support with prefabricated 50x50 concrete support block, spacing for 600mm, long with wall wide; cut force wall template reinforcement ? 0.000 following with with φ 12 of on pulled screw rod with check water tablets, ? 0.000 above with on pulled screw Rod coat PVC tube, tube out wall surface 50mm/surface, on pulled screw Rod spacing @500*500. 1.3 steel pipe connection fittings, meet quality standards, no cracks, threads oil, without accusations, torsional flexibility, use annex "u"-shaped pins are in line with quality standards. 2 floor template support 2.1 floor template by laying bamboo plywood in double keel, keel for PHI 48 steel pipe, the keel to 50*100 wood, used in steel-tube scaffold system spans greater than 2 metres from the floor, using quick-dismantling system formwork, when span is greater than or equal to 4.0 meters, template by 0.25%L arch. 2.2 pavement layer template, began laying around, shut in the Middle, corner site template Latrun line alignment, and joist nailed down. 2.3 surface layer of wood glue banpu finished, carefully check that the bracket is a solid, smooth surface, in accordance with the quality requirements, and paste the seam tape on the template. 2.4 pad 50mm planks between the body and the floor, and the same floor connected whole, to enhance the overall stability of frame. 2.5 floor model and model top pressure beam side, seam clamps 5mm sponge and paper adhesive tape, to ensure construction quality of concrete corner site. Templates support 3.1 Liang Mo 3 beam cladding wood plastic is used as templates, stared blankly for long layout 50x100 beam along the beam direction, and erection of steel pipe supports. 3.2 beam formwork, when beam span greater than or equal to 6m, the girder arches at the end of 0.4%L. 3.3 side reinforcement beams, Latrun line alignment. 3.4 header height is less than 500mm, beam width is less than 250mm, and @ 900mm beam steel frame spacing, vertical spacing 900mm horizontal tube, beam is not added on the pull bolt, when beam >600, Leung added pull bolt @600mm. On the podium and some scaffolding, vertical and horizontal pole spacing is less than 900, step less than 1500, and scissors and sweep the pipe, beams and slabs bearing fasteners must be installed under ... 4.3 in the bench on the side panel
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
1、 负责对工程实施全面管理，包括组建工程运行、维修框架; 1 工程部经理 工程副总
/总监 2、 对工程的各专业工程进度、质量、技术统一管理;
3、 按照工程质量要点，监督检查施工、安装质量，完成规定的了验收，竣工验收;
4、 负责协调对外(建设单位、设计单位、监理单位)关系;
5、 负责对发生的经济洽商进行核实和确认;
6、发包
合同
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控制，对劳务和专业承包进行合同审定，对发包合同的履约情况进行评价。
1、 协助建筑工程项目的前期设计和施工阶段的技术支持工作，参与工程验收; 各专业工程师 6(土建、强工程部经
电、弱电、给理 2、 协调建筑项目的设计和施工，保证设计和施工配合工作; 排水、空调、3、 配合完成建筑工程项目的时间控管和成本控制;
暖通、消防、4、 配合预算部门与建设单位进行收方、验方;
中控、园林绿
5、 负责施工现场进度、质量、消防和安全检查;
化、装修)
6、严格监督检查进场材料的质量、型号和规格，把好材料进场检验关，监督检查班组是否按图纸、验收规范及
操作规程施工。
1、 负责工程资料、图纸、与工程有关合同等档案的收集和管理; 1 资料员 工程部经
理 2、 参与分部分项工程的验收工作;
3、 负责工程进度的计划、统计和上报工作;
0breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the 1 ?e on location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and widon Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installati20 ruler check hoop reinforced of within net size +5 ruler check steel installati ?10 ruler check bent up steel of bent folding location ?d test method project allows deviation (mm) test method by force steel Shun length direction full length of net size quirements: steel processing Shi allows deviation anwear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table re ?up panels, beams, walls, marked with paint, model, pitch -ink pop ?er: cable binding ord ?plate: 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof φabove 12 bar 20# galvanized iron wire, Φmaterial table match, check the rear fastening can be carried out. , and amiliarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shapeength 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly fhe secant lbending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, t-dash--e adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory workcomponent size, thickness, bending length and hook to increase thhasplate ction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the temeering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construengin ness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering theg, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickcheck pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measurin ?eler check note: bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and fe 20 ruler volume continuous three document, take maximum value steel ?3 ruler check lashing hoop reinforced, and horizontal steel spacing ?5 ruler check Board , And wall, and Shell ?10 ruler check column, and beam ?ruler check cover thickness based 5 ?10 ruler check row from ?5 ruler volume ends, middle the is, take maximum value by force steel spacing ?10 ruler check wide, and high ?20 ruler volume continuous three document, take maximum value lashing steel skeleton long ?ruler check mesh size 3
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
4、 负责工程的内业管理工作;
5、 负责对外关系(建设单位、设计单位、监理单位)联络，办理工程有关的技术变更单或签证。
1、 负责工程前期概预算工作，为公司进行重大决策提供有关数据和意见; 预算部经理 1(兼土建预工程副总
算员) /总监 2、 负责核实经济洽商工程量并签署意见;
3、 负责工程结算中工作量的审核工作;
4、 协助工程项目总投资额，负责项目预算执行，控制项目成本;
5、 发包合同控制，对劳务和专业承包进行合同审定，对发包合同的履约情况进行评价;
6、 负责土建预结算工作。
预算员 2(安装、装预算部经1、及时掌握人工费、材料费等费用的调整，及时分析提供调整后的数据;
修) 理
2、负责编制好施工图(施工)预算，正确计算工程量及套用定额，做好工料分析，并及时做好预算主要实物量
对比工作;
3、施工过程中要及时收集技术变更和签证单，并依次进行登记编号，及时做好增减帐，作为工程决算的依据;
4、协助预算部经理做好各类经济预测工作，提供有关测算资料;
5、编制竣工决算。
招标采购部经1 工程副总1、 负责组织、实施工程招标的标底编制、审核工作，办理工程招标手续;
理 /总监 2、 协助上级领导进行招标合同、采购合同的商务谈判，组织合同审定和签约;
3、 负责进行各种建筑材料、设备咨询和价格确认工作;
4、 负责收集与招投标有关法律法规的相关信息，并及时沟通;
5、 负责收集和积累建筑材料，设备市场价格变化的信息;
weight light, and Board site big, seams less, construction progress fast, support split easy and concrete forming behind layer beautiful, flat degrees good, can reached water concrete effect, reduce workers intensity, features. 1 material requiring more than 1.1 multi-layer plate thickness 12mm thickness, flexural design strength of not less than 12.5N/mm2, modulus of elasticity is not less than 3.2x103 N/mm2, resistance to flooding, soaked in water at room temperature 72h, no glue, surface wear and corrosion resistance, smooth deviation is less than 1.5mm. 1.2 reinforcement pipe selection φ 48 standard pipe, tube wall thickness uniform, and no crack, and Alice song not round not whole, defects; template top support with prefabricated 50x50 concrete support block, spacing for 600mm, long with wall wide; cut force wall template reinforcement ? 0.000 following with with φ 12 of on pulled screw rod with check water tablets, ? 0.000 above with on pulled screw Rod coat PVC tube, tube out wall surface 50mm/surface, on pulled screw Rod spacing @500*500. 1.3 steel pipe connection fittings, meet quality standards, no cracks, threads oil, without accusations, torsional flexibility, use annex "u"-shaped pins are in line with quality standards. 2 floor template support 2.1 floor template by laying bamboo plywood in double keel, keel for PHI 48 steel pipe, the keel to 50*100 wood, used in steel-tube scaffold system spans greater than 2 metres from the floor, using quick-dismantling system formwork, when span is greater than or equal to 4.0 meters, template by 0.25%L arch. 2.2 pavement layer template, began laying around, shut in the Middle, corner site template Latrun line alignment, and joist nailed down. 2.3 surface layer of wood glue banpu finished, carefully check that the bracket is a solid, smooth surface, in accordance with the quality requirements, and paste the seam tape on the template. 2.4 pad 50mm planks between the body and the floor, and the same floor connected whole, to enhance the overall stability of frame. 2.5 floor model and model top pressure beam side, seam clamps 5mm sponge and paper adhesive tape, to ensure construction quality of concrete corner site. Templates support 3.1 Liang Mo 3 beam cladding wood plastic is used as templates, stared blankly for long layout 50x100 beam along the beam direction, and erection of steel pipe supports. 3.2 beam formwork, when beam span greater than or equal to 6m, the girder arches at the end of 0.4%L. 3.3 side reinforcement beams, Latrun line alignment. 3.4 header height is less than 500mm, beam width is less than 250mm, and @ 900mm beam steel frame spacing, vertical spacing 900mm horizontal tube, beam is not added on the pull bolt, when beam >600, Leung added pull bolt @600mm. On the podium and some scaffolding, vertical and horizontal pole spacing is less than 900, step less than 1500, and scissors and sweep the pipe, beams and slabs bearing fasteners must be installed under ... 4.3 in the bench on the side panel
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
6、 负责与招投标有关资料的收集、整理、归档工作;
7、 负责监督招标合同和采购合同的执行，以及支付手续办理;
8、负责公司办公用品和设备的采购。
项目经理 1 工程副总1、 负责协调入住企业施工现场开工的准备工作，以及开工后协调工作;
/总监 2、 负责审核入住企业施工图纸并提出审核意见;
3、 负责对入住企业施工单位的施工进度、质量安全、消防工作进行监控;
4、参与入住企业施工过程中的分阶段验收和竣工验收，协助办理竣工备案手续。
?开发部工作职责及人员配置:11人
开发副总/总监
1人
规划开发部经理 报建员 招商销售部经理 策划部经理
1人 1人 1人 1人
规划员 土地整理员 招商主管 租售主管 招商销售助理 策划助理
1人 1人 1人 1人 1人 1人
岗位名称 编制人员数 直属领导 职责描述
1 开发副总/总监 总经理 1、 负责组织市场业务环境，确定市场发展趋势分析，以此拟定适合公司发展的战略，制定公司对外业务合作0component size, thickness, bending length and hook to increase thbreaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the 1 ?e on location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and widon Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installati20 ruler check hoop reinforced of within net size +5 ruler check steel installati ?10 ruler check bent up steel of bent folding location ?d test method project allows deviation (mm) test method by force steel Shun length direction full length of net size quirements: steel processing Shi allows deviation anwear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table re ?up panels, beams, walls, marked with paint, model, pitch -ink pop ?er: cable binding ord ?plate: 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof φabove 12 bar 20# galvanized iron wire, Φmaterial table match, check the rear fastening can be carried out. , and amiliarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shapeength 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly fhe secant lbending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, t-dash--e adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory workhasplate ction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the temeering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construengin ness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering theg, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickcheck pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measurin ?eler check note: bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and fe 20 ruler volume continuous three document, take maximum value steel ?3 ruler check lashing hoop reinforced, and horizontal steel spacing ?5 ruler check Board , And wall, and Shell ?10 ruler check column, and beam ?ruler check cover thickness based 5 ?10 ruler check row from ?5 ruler volume ends, middle the is, take maximum value by force steel spacing ?10 ruler check wide, and high ?20 ruler volume continuous three document, take maximum value lashing steel skeleton long ?ruler check mesh size 5
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
与发展规划;
2、 负责制定年度
工作计划
幼儿园家访工作计划关于小学学校工作计划班级工作计划中职财务部门工作计划下载关于学校后勤工作计划
，组织公司发展报告的撰写;
3、 负责组织公司项目选址和项目可行性研究，以及商务谈判;
4、 负责组织土地整理工作;
5、 负责组织公司项目策划、规划设计管理;
6、 负责与外包服务企业商务谈判、签约，以及后期监督工作;
7、 负责制定公司营销战略和营销计划，处理市场推广问题;
8、 负责内部工作协调。
1 规划开发部经开发副总1、 负责制订园区开发建设规划，制订园区阶段性开发计划;
理 /总监 2、 研究规划和土地政策，为上级决策提供相关咨询;
3、 负责组织对园区内的各项配套设施进行规划和设计的审查;
4、 负责组织项目选址和建设项目平面规划、单体设计的审查;
5、 负责组织总体规划、功能区域详细规划的编制和管理 ;
6、 负责项目用地的规划定点及规划验线;
7、 负责规划设计和勘察单位的选择、谈判、签约和工作督导;
8、 参与公司新项目选址和可行性研究。
1、参与土地使用权出让项目谈判、协助企业选址，提供规划咨询; 规划员 1、 规划开发
部经理 2、 掌握土地开发、出让情况，按时上报工作进度和工作情况;
3、负责与外聘规划设计单位联系的具体工作;
weight light, and Board site big, seams less, construction progress fast, support split easy and concrete forming behind layer beautiful, flat degrees good, can reached water concrete effect, reduce workers intensity, features. 1 material requiring more than 1.1 multi-layer plate thickness 12mm thickness, flexural design strength of not less than 12.5N/mm2, modulus of elasticity is not less than 3.2x103 N/mm2, resistance to flooding, soaked in water at room temperature 72h, no glue, surface wear and corrosion resistance, smooth deviation is less than 1.5mm. 1.2 reinforcement pipe selection φ 48 standard pipe, tube wall thickness uniform, and no crack, and Alice song not round not whole, defects; template top support with prefabricated 50x50 concrete support block, spacing for 600mm, long with wall wide; cut force wall template reinforcement ? 0.000 following with with φ 12 of on pulled screw rod with check water tablets, ? 0.000 above with on pulled screw Rod coat PVC tube, tube out wall surface 50mm/surface, on pulled screw Rod spacing @500*500. 1.3 steel pipe connection fittings, meet quality standards, no cracks, threads oil, without accusations, torsional flexibility, use annex "u"-shaped pins are in line with quality standards. 2 floor template support 2.1 floor template by laying bamboo plywood in double keel, keel for PHI 48 steel pipe, the keel to 50*100 wood, used in steel-tube scaffold system spans greater than 2 metres from the floor, using quick-dismantling system formwork, when span is greater than or equal to 4.0 meters, template by 0.25%L arch. 2.2 pavement layer template, began laying around, shut in the Middle, corner site template Latrun line alignment, and joist nailed down. 2.3 surface layer of wood glue banpu finished, carefully check that the bracket is a solid, smooth surface, in accordance with the quality requirements, and paste the seam tape on the template. 2.4 pad 50mm planks between the body and the floor, and the same floor connected whole, to enhance the overall stability of frame. 2.5 floor model and model top pressure beam side, seam clamps 5mm sponge and paper adhesive tape, to ensure construction quality of concrete corner site. Templates support 3.1 Liang Mo 3 beam cladding wood plastic is used as templates, stared blankly for long layout 50x100 beam along the beam direction, and erection of steel pipe supports. 3.2 beam formwork, when beam span greater than or equal to 6m, the girder arches at the end of 0.4%L. 3.3 side reinforcement beams, Latrun line alignment. 3.4 header height is less than 500mm, beam width is less than 250mm, and @ 900mm beam steel frame spacing, vertical spacing 900mm horizontal tube, beam is not added on the pull bolt, when beam >600, Leung added pull bolt @600mm. On the podium and some scaffolding, vertical and horizontal pole spacing is less than 900, step less than 1500, and scissors and sweep the pipe, beams and slabs bearing fasteners must be installed under ... 4.3 in the bench on the side panel
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
4、协助上级做好各项规划设计工作;
5、收集规划和土地相关政策;
6、负责项目各类规划资料的管理。
土地整理员 1 规划开发1、负责办理土地的权属调查、土地规划选址、土地现状调查、征地拆迁补偿、土地勘测、成批次征用土地手续部经理 的办理
2、负责为对园区出让的每宗土地进行宗地测量、勘界钉桩、合同拟订、报审和签字及土地使用证的领取工作掌
握土地开发、出让情况;
3、负责土地平整施工单位和公司内部相关部门的协调工作;
4、负责项目各类土地整理资料的管理。
1、 负责公司项目可行性研究和市调工作; 1 策划经理 开发副总
/总监 2、 根据公司整体计划，全面负责公司房产销售策划与管理，并根据市场具体情况进行调整;
3、根据公司战略及市场状况，组织并指导制定产品定位，市场渗透、品牌宣传等策划，并在管理范围内处理主
要的产品推广问题和进行主要的渠道建设;
3、 根据对市场以及产品的研究制定出相应的产品规划计划和策略;
4、 负责与外聘策划公司、市调公司选择、谈判、签约和工作督导;
5、 负责与规划开发部和招商销售部的工作协调;
6、 协助公司公共宣传策划活动;
7、 负责公司新项目选址。
0breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the 1 ?e on location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and widon Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installati20 ruler check hoop reinforced of within net size +5 ruler check steel installati ?10 ruler check bent up steel of bent folding location ?d test method project allows deviation (mm) test method by force steel Shun length direction full length of net size quirements: steel processing Shi allows deviation anwear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table re ?up panels, beams, walls, marked with paint, model, pitch -ink pop ?er: cable binding ord ?plate: 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof φabove 12 bar 20# galvanized iron wire, Φmaterial table match, check the rear fastening can be carried out. , and amiliarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shapeength 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly fhe secant lbending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, t-dash--e adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory workcomponent size, thickness, bending length and hook to increase thhasplate ction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the temeering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construengin ness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering theg, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickcheck pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measurin ?eler check note: bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and fe 20 ruler volume continuous three document, take maximum value steel ?3 ruler check lashing hoop reinforced, and horizontal steel spacing ?5 ruler check Board , And wall, and Shell ?10 ruler check column, and beam ?ruler check cover thickness based 5 ?10 ruler check row from ?5 ruler volume ends, middle the is, take maximum value by force steel spacing ?10 ruler check wide, and high ?20 ruler volume continuous three document, take maximum value lashing steel skeleton long ?ruler check mesh size 7
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
1、 协助上级进行项目可行性研究和市调工作; 1 策划助理 策划经理
2、 负责与外聘策划公司或市调公司联系的具体工作;
3、 负责收集、收集市场信息;
4、 负责与规划开发部和招商销售部的日常工作衔接;
5、 协助上级进行日常文案处理;
6、 负责可行性研究和市调工作成果的汇总与保管，根据需要提供依据。
报建员 1 开发副总1、 负责与政府相关部门和职能单位对外联系;
/总监
2、 负责公司各类报规报建工作;
3、整理规划和土地的相关资料并按期移交挡案管理部门。
1、 负责设计制定市场销售部门的经营模式、业务流程、工作流程和具体规章制度，主持本部门日常经营和管理1 招商销售部经开发副总
工作; 理 /总监
2、 参与公司营销计划的制定和实施;
3、 负责与重点租售客户的商务谈判、签约工作;
4、 协助上级进行外包招商代理销售、商业运营、物业管理服务公司的选择、谈判、签约和工作督导;
5、 建立健全营销信息系统，制定内部信息、市场情报收集、整理、分析、交流及保密制度。
6、 根据公司的招商销售规划，负责公司的招商销售运作，协助销售上级制订详细的招商销售计划和政策;
7、 领导整个项目的招商销售，为指定的地区或产品制定招商销售策略，制定招商销售预测、预算和招商销售人
力计划和培训计划;
8、 依据具体的招商销售情况，负责大客户开拓和维护，招商销售培训及指导;
weight light, and Board site big, seams less, construction progress fast, support split easy and concrete forming behind layer beautiful, flat degrees good, can reached water concrete effect, reduce workers intensity, features. 1 material requiring more than 1.1 multi-layer plate thickness 12mm thickness, flexural design strength of not less than 12.5N/mm2, modulus of elasticity is not less than 3.2x103 N/mm2, resistance to flooding, soaked in water at room temperature 72h, no glue, surface wear and corrosion resistance, smooth deviation is less than 1.5mm. 1.2 reinforcement pipe selection φ 48 standard pipe, tube wall thickness uniform, and no crack, and Alice song not round not whole, defects; template top support with prefabricated 50x50 concrete support block, spacing for 600mm, long with wall wide; cut force wall template reinforcement ? 0.000 following with with φ 12 of on pulled screw rod with check water tablets, ? 0.000 above with on pulled screw Rod coat PVC tube, tube out wall surface 50mm/surface, on pulled screw Rod spacing @500*500. 1.3 steel pipe connection fittings, meet quality standards, no cracks, threads oil, without accusations, torsional flexibility, use annex "u"-shaped pins are in line with quality standards. 2 floor template support 2.1 floor template by laying bamboo plywood in double keel, keel for PHI 48 steel pipe, the keel to 50*100 wood, used in steel-tube scaffold system spans greater than 2 metres from the floor, using quick-dismantling system formwork, when span is greater than or equal to 4.0 meters, template by 0.25%L arch. 2.2 pavement layer template, began laying around, shut in the Middle, corner site template Latrun line alignment, and joist nailed down. 2.3 surface layer of wood glue banpu finished, carefully check that the bracket is a solid, smooth surface, in accordance with the quality requirements, and paste the seam tape on the template. 2.4 pad 50mm planks between the body and the floor, and the same floor connected whole, to enhance the overall stability of frame. 2.5 floor model and model top pressure beam side, seam clamps 5mm sponge and paper adhesive tape, to ensure construction quality of concrete corner site. Templates support 3.1 Liang Mo 3 beam cladding wood plastic is used as templates, stared blankly for long layout 50x100 beam along the beam direction, and erection of steel pipe supports. 3.2 beam formwork, when beam span greater than or equal to 6m, the girder arches at the end of 0.4%L. 3.3 side reinforcement beams, Latrun line alignment. 3.4 header height is less than 500mm, beam width is less than 250mm, and @ 900mm beam steel frame spacing, vertical spacing 900mm horizontal tube, beam is not added on the pull bolt, when beam >600, Leung added pull bolt @600mm. On the podium and some scaffolding, vertical and horizontal pole spacing is less than 900, step less than 1500, and scissors and sweep the pipe, beams and slabs bearing fasteners must be installed under ... 4.3 in the bench on the side panel
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
9、 根据分销商的要求，向分销商提供必要的讲解、培训和指导;
10、 负责建立健全项目房屋管理档案资料体系，指导相关人员根据房屋变动情况及时进行变更登记。
1、 根据项目的地理位置、环境等因素，确定招商计划、具体业务的价格，制定工作计划; 1 招商主管 招商销售
(产业园区) 部经理 2、 负责提供咨询服务，与有意向投资的客户进行接触，商讨投资、开发等业务事宜，并最终确定是否与其进行
商业合作;
3、 汇总项目的所有商业及工业用途，对外进行宣传，扩大公司影响的同时寻找客户;
4、负责分销商具体工作的联系和管理。
1、 据项目的地理位置、环境等因素，确定租售招商计划、具体产品的价格，制定工作计划; 1 租售主管 招商销售
(生活区) 部经理 2、 负责提供咨询服务，与有意向购买的客户进行接触，最终达成租售招商协议;
3、 负责分销商具体工作的联系和管理。
1、 协助招商和销售主管完成工作任务。 1 招商销售助理 招商销售
部经理 2、 收集整理相关招商资料，做好相关资料的整理及保管工作;
3、 负责招商和销售统计、整理，制作并提交相关报表;
4、 负责合同管理;
5、 负责小额销售款和租金的代收、开票工作;
6、 负责项目房屋管理档案资料管理，根据房屋变动情况及时进行变更登记。
0breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the 1 ?e on location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and widon Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installati20 ruler check hoop reinforced of within net size +5 ruler check steel installati ?10 ruler check bent up steel of bent folding location ?d test method project allows deviation (mm) test method by force steel Shun length direction full length of net size quirements: steel processing Shi allows deviation anwear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table re ?up panels, beams, walls, marked with paint, model, pitch -ink pop ?er: cable binding ord ?plate: 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof φabove 12 bar 20# galvanized iron wire, Φmaterial table match, check the rear fastening can be carried out. , and amiliarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shapeength 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly fhe secant lbending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, t-dash--e adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory workcomponent size, thickness, bending length and hook to increase thhasplate ction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the temeering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construengin ness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering theg, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickcheck pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measurin ?eler check note: bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and fe 20 ruler volume continuous three document, take maximum value steel ?3 ruler check lashing hoop reinforced, and horizontal steel spacing ?5 ruler check Board , And wall, and Shell ?10 ruler check column, and beam ?ruler check cover thickness based 5 ?10 ruler check row from ?5 ruler volume ends, middle the is, take maximum value by force steel spacing ?10 ruler check wide, and high ?20 ruler volume continuous three document, take maximum value lashing steel skeleton long ?ruler check mesh size 9
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
?财务部工作职责及人员配置:4人:
财务副总/总监
1人
财务分析员 会计 出纳
1人 1人 1人
岗位名称 编制人员数 直属领导 职责描述
1、 根据组织的总体战略发展规划，制定组织财务规划和财务管理制度，制定相关操作规定及流程，宏观统筹1 财务副总/总监 总经理
组织财务策略;
2、 负责制定财务部年度财务计划和公司资金计划;
3、 参与公司重大决策，为公司决策提供相关资料和信息支持;
4、 在部门具体工作实施中把握方向，指导重大、核心及疑难问题;
5、 在分管部门的业务范围内，就重大问题与相关政府部门、公检法及金融税务部门联络与交涉;
6、 主持拟定财务部门人员配置、岗位说明、人员任免及业绩考核指标，并负责其绩效考评及奖罚;
7、 结合组织所承接的经济合同的具体情况，指导重大经济合同或协议的研究、审查，对重要经济问题进行分
析和决策，保证合同的有效性，保证组织经济活动的利益，防范组织遭遇重大经济损失。
1、根据部门制定的财务管理具体规定，对财务状况、经营情况、合同执行情况进行分析，完成分析报告的撰写1 财务分析员 财务副总
工作，对分析中出现的异常情况向上级提交报告，保证财务
记录
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能够反映组织的真实情况; /总监
2、根据部门制定的资金预算使用管理规范，对成本费用资金进行分析，完成成本控制及使用情况报告，对分析weight light, and Board site big, seams less, construction progress fast, support split easy and concrete forming behind layer beautiful, flat degrees good, can reached water concrete effect, reduce workers intensity, features. 1 material requiring more than 1.1 multi-layer plate thickness 12mm thickness, flexural design strength of not less than 12.5N/mm2, modulus of elasticity is not less than 3.2x103 N/mm2, resistance to flooding, soaked in water at room temperature 72h, no glue, surface wear and corrosion resistance, smooth deviation is less than 1.5mm. 1.2 reinforcement pipe selection φ 48 standard pipe, tube wall thickness uniform, and no crack, and Alice song not round not whole, defects; template top support with prefabricated 50x50 concrete support block, spacing for 600mm, long with wall wide; cut force wall template reinforcement ? 0.000 following with with φ 12 of on pulled screw rod with check water tablets, ? 0.000 above with on pulled screw Rod coat PVC tube, tube out wall surface 50mm/surface, on pulled screw Rod spacing @500*500. 1.3 steel pipe connection fittings, meet quality standards, no cracks, threads oil, without accusations, torsional flexibility, use annex "u"-shaped pins are in line with quality standards. 2 floor template support 2.1 floor template by laying bamboo plywood in double keel, keel for PHI 48 steel pipe, the keel to 50*100 wood, used in steel-tube scaffold system spans greater than 2 metres from the floor, using quick-dismantling system formwork, when span is greater than or equal to 4.0 meters, template by 0.25%L arch. 2.2 pavement layer template, began laying around, shut in the Middle, corner site template Latrun line alignment, and joist nailed down. 2.3 surface layer of wood glue banpu finished, carefully check that the bracket is a solid, smooth surface, in accordance with the quality requirements, and paste the seam tape on the template. 2.4 pad 50mm planks between the body and the floor, and the same floor connected whole, to enhance the overall stability of frame. 2.5 floor model and model top pressure beam side, seam clamps 5mm sponge and paper adhesive tape, to ensure construction quality of concrete corner site. Templates support 3.1 Liang Mo 3 beam cladding wood plastic is used as templates, stared blankly for long layout 50x100 beam along the beam direction, and erection of steel pipe supports. 3.2 beam formwork, when beam span greater than or equal to 6m, the girder arches at the end of 0.4%L. 3.3 side reinforcement beams, Latrun line alignment. 3.4 header height is less than 500mm, beam width is less than 250mm, and @ 900mm beam steel frame spacing, vertical spacing 900mm horizontal tube, beam is not added on the pull bolt, when beam >600, Leung added pull bolt @600mm. On the podium and some scaffolding, vertical and horizontal pole spacing is less than 900, step less than 1500, and scissors and sweep the pipe, beams and slabs bearing fasteners must be installed under ... 4.3 in the bench on the side panel
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
中出现的异常情况向上级提交报告，保证预算资金的到位及使用情况，保证组织的成本控制工作高效进行;
3、根据部门所涉及的行业特征，收集行业同等规模企业的经济活动相关数据，完成对这些数据的比较分析，掌
握组织在行业中的真实情况，提交相关报告，确保上级了解组织的现有水平，以便完成后续的工作;
4、 管理公司财务帐目，并进行季度分析，确保帐目清晰，财务分明，审定公司内部年报，确保公司财务工作的
规范化;
5、负责公司有关投融资财务报告。
1、 按照公司财会制度和核算管理有关规定，负责公司各种核算和其它业务的记帐工作; 1 会计 财务副总
/总监 2、 根据会计制度规定，设置科目明细帐和使用对应的帐簿，登录各类明细帐;
3、 负责固定资产的会计明细核算工作，建立固定资产辅助明细帐，及时办理记帐登记手续;
4、 负责公司的各项债权、债务的清理结算工作;
5、 做好会计原始凭证、帐册、报表等会计档案的整理、归档工作，就职责范围问题提出工作建议。
6、根据财务部门制定的年度财务计划，负责完成组织财务管理的日常工作，完成记账凭证的审核、账目核对与
调整、日常费用预算分析及内部控制固定资产管理等，以保证各财务专项发展计划的顺利开展;
7、根据部门的实际需求，完成财务单据的审核与档案整理工作，起草、传递、处理财务相关资料文件;统计、
打印、呈送、登记、保管各类报表报告，并定期对上述文件进行整理分析，以保证各类财务资料的完整;
1、 按照国家财会法规、公司财会制度的有关规定，认真办理提取和保管现金，完成收付手续和银行结算业务; 1 出纳 财务副总
/总监 2、 根据审核无误的手续，办理银行存款、取款和转帐结算业务,及时根据银行存款对收单，在月末作出相应调
整，做到银行对帐单相符;
0breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the 1 ?e on location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and widon Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installati20 ruler check hoop reinforced of within net size +5 ruler check steel installati ?10 ruler check bent up steel of bent folding location ?d test method project allows deviation (mm) test method by force steel Shun length direction full length of net size quirements: steel processing Shi allows deviation anwear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table re ?up panels, beams, walls, marked with paint, model, pitch -ink pop ?er: cable binding ord ?plate: 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof φabove 12 bar 20# galvanized iron wire, Φmaterial table match, check the rear fastening can be carried out. , and amiliarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shapeength 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly fhe secant lbending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, t-dash--e adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory workcomponent size, thickness, bending length and hook to increase thhasplate ction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the temeering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construengin ness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering theg, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickcheck pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measurin ?eler check note: bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and fe 20 ruler volume continuous three document, take maximum value steel ?3 ruler check lashing hoop reinforced, and horizontal steel spacing ?5 ruler check Board , And wall, and Shell ?10 ruler check column, and beam ?ruler check cover thickness based 5 ?10 ruler check row from ?5 ruler volume ends, middle the is, take maximum value by force steel spacing ?10 ruler check wide, and high ?20 ruler volume continuous three document, take maximum value lashing steel skeleton long ?ruler check mesh size 11
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
3、 登记现金和银行日记帐，做到月结日清，保证帐证相符、帐款相符、帐帐相符，发现差错及时查清更正;
4、 审查临时借支的用途、金额和批准手续，严格执行采购领用支票的手续，控制使用限额和报销期限;
5、 正确编制现金、银行的记帐凭证，及时传递给财务登帐;
6、 配合对应收款的清算工作，严格审核报销单据、发票等原始凭证，按照费用报销的有关规定，办理现金收支
付业务，做到合法准确、手续完备、单证齐全;
7、负责妥善保管现金、有价证券、有关印章、空白支票和收据，做好有关单据、帐册、报表等会计资料的整理、
归档工作以及公司财务保险柜的安全使用
?人事行政部工作职责及人员配置:7人:
行政副总/总监
1人
人事部主管 行政部主管 法律顾问
1人 1人 1人
网管 文秘兼前台 司机
1人 1人 1人
岗位名称 编制人员数 直属领导 职责描述
1、 按照组织制定的整体发展规划，负责公司人事和行政管理; 行政副总/总监 1(兼公关部总经理
负责人) 2、 全面负责招聘、培训和发展、薪酬、员工福利等战略和政策的制定并督导下级实施，保证满足公司发展的人weight light, and Board site big, seams less, construction progress fast, support split easy and concrete forming behind layer beautiful, flat degrees good, can reached water concrete effect, reduce workers intensity, features. 1 material requiring more than 1.1 multi-layer plate thickness 12mm thickness, flexural design strength of not less than 12.5N/mm2, modulus of elasticity is not less than 3.2x103 N/mm2, resistance to flooding, soaked in water at room temperature 72h, no glue, surface wear and corrosion resistance, smooth deviation is less than 1.5mm. 1.2 reinforcement pipe selection φ 48 standard pipe, tube wall thickness uniform, and no crack, and Alice song not round not whole, defects; template top support with prefabricated 50x50 concrete support block, spacing for 600mm, long with wall wide; cut force wall template reinforcement ? 0.000 following with with φ 12 of on pulled screw rod with check water tablets, ? 0.000 above with on pulled screw Rod coat PVC tube, tube out wall surface 50mm/surface, on pulled screw Rod spacing @500*500. 1.3 steel pipe connection fittings, meet quality standards, no cracks, threads oil, without accusations, torsional flexibility, use annex "u"-shaped pins are in line with quality standards. 2 floor template support 2.1 floor template by laying bamboo plywood in double keel, keel for PHI 48 steel pipe, the keel to 50*100 wood, used in steel-tube scaffold system spans greater than 2 metres from the floor, using quick-dismantling system formwork, when span is greater than or equal to 4.0 meters, template by 0.25%L arch. 2.2 pavement layer template, began laying around, shut in the Middle, corner site template Latrun line alignment, and joist nailed down. 2.3 surface layer of wood glue banpu finished, carefully check that the bracket is a solid, smooth surface, in accordance with the quality requirements, and paste the seam tape on the template. 2.4 pad 50mm planks between the body and the floor, and the same floor connected whole, to enhance the overall stability of frame. 2.5 floor model and model top pressure beam side, seam clamps 5mm sponge and paper adhesive tape, to ensure construction quality of concrete corner site. Templates support 3.1 Liang Mo 3 beam cladding wood plastic is used as templates, stared blankly for long layout 50x100 beam along the beam direction, and erection of steel pipe supports. 3.2 beam formwork, when beam span greater than or equal to 6m, the girder arches at the end of 0.4%L. 3.3 side reinforcement beams, Latrun line alignment. 3.4 header height is less than 500mm, beam width is less than 250mm, and @ 900mm beam steel frame spacing, vertical spacing 900mm horizontal tube, beam is not added on the pull bolt, when beam >600, Leung added pull bolt @600mm. On the podium and some scaffolding, vertical and horizontal pole spacing is less than 900, step less than 1500, and scissors and sweep the pipe, beams and slabs bearing fasteners must be installed under ... 4.3 in the bench on the side panel
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
才需要;
3、 主持拟定公司行政方面的各项规章制度，规划公司的各项行政运营管理并负责公司行政费用的预算与控制;
4、 负责制定修改公司及各部门有关行政管理方面的制度并监督执行;
5、负责公司对外公共关系事务，策划公共宣传活动;
6、组织、安排重要客人来访的接待工作，协调内外关系，宣传企业文化和公司理念，树立公司的良好形象。
7、 负责建立公司行政管理信息系统，从而为公司重大行政决策提供信息依据。
1、 根据公司人事管理的方针、政策和制度，协助上级制定相关的人事计划; 1 人事主管 行政副总
/总监 2、 按照公司制定的考核制度，对员工进行考核，并且定期进行考核情况汇总及整理工作，并将结果提交给人力
资源经理，从而使公司各部门了解本部门员工和其他部门员工考勤情况;
3、 及时更新公司员工档案，建立公司人力资源管理信息系统，从而使公司重大人力资源管理决策有参考依据;
4、 根据公司人力资源计划，进行招聘、筛选、任职安排、培训、考核工作。
5、 协助上级领导完成公司各部门绩效考核指标，实施考核工作。
6、 协助上级领导完成薪酬、福利调查工作，制定和调整公司薪酬、福利制度，并负责公司员工每月薪资计算、
考勤及薪资福利的发放，以及社会福利的缴纳等相关工作。
1、 完成公司固定资产的管理，低值易耗品、办公用品的购置、验收、登记、发放工作，提高物品的使用率，确1 行政主管 行政副总
保业务正常开展，并防止公司资产流失; /总监
2、 负责汇总各部门的规章制度，协助上级制定修改公司有关行政管理方面的制度并监督执行;
0breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the 1 ?e on location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and widon Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installati20 ruler check hoop reinforced of within net size +5 ruler check steel installati ?10 ruler check bent up steel of bent folding location ?d test method project allows deviation (mm) test method by force steel Shun length direction full length of net size quirements: steel processing Shi allows deviation anwear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table re ?up panels, beams, walls, marked with paint, model, pitch -ink pop ?er: cable binding ord ?plate: 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof φabove 12 bar 20# galvanized iron wire, Φmaterial table match, check the rear fastening can be carried out. , and amiliarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shapeength 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly fhe secant lbending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, t-dash--e adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory workcomponent size, thickness, bending length and hook to increase thhasplate ction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the temeering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construengin ness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering theg, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickcheck pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measurin ?eler check note: bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and fe 20 ruler volume continuous three document, take maximum value steel ?3 ruler check lashing hoop reinforced, and horizontal steel spacing ?5 ruler check Board , And wall, and Shell ?10 ruler check column, and beam ?ruler check cover thickness based 5 ?10 ruler check row from ?5 ruler volume ends, middle the is, take maximum value by force steel spacing ?10 ruler check wide, and high ?20 ruler volume continuous three document, take maximum value lashing steel skeleton long ?ruler check mesh size 13
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
3、 组织有关人员做好公文收发、打印、通讯以及文书档案的管理和印章等使用工作;
4、 协助领导做好办公室有关行政接待事务,做好来信来访接待及重要客人接待工作;
5、 协助领导对公司总部办公场所(物业)各项费用进行审核，保证费用报销的真实性，参与公司房屋装修、营
业场所装修、监控设计的审核及招、评标工作，确保装修、监控工作符合要求;
6、 进行公司车辆管理，保证公司领导和业务用车;
7、督促勤杂人员做好公司办公场所的绿化、美化工作、保证办公场所美观、有序,组织公司财产的保卫工作，确
保公司的财产安全。
法律顾问 1 行政副总1、 在公司的业务开拓方向下，具体负责并组织研究公司创新业务可能出现的法律问题，提出相应对策，以评价
/总监 其法律可行性;
2、 根据公司业务的需要，具体负责和协调参与公司业务部门对外进行的重要谈判，对有关协议、合同的起草提
供法律意见;
3、 负责管理和协调公司及各分支机构的经济诉讼案件，以维护公司的利益;
4、 参照国家相关法规，具体负责审查公司及各分支机构对外签署的各类合同协议及其他法律性文件，保证所有
文件的合法性;
5、负责外聘法律或律师的具体工作;
6、负责合同的跟踪管理，对合同的执行情况进行定期检查和总结。
文秘兼前台 1 行政主管 1、 负责部门文件的打印;
2、 按照上层管理人员的需要，协助领导和各部门作好各种信息的收集和处理工作，做好信息支持;
3、 按照领导指示，撰写会议通知、会议记要、日常信件和工作报告;
weight light, and Board site big, seams less, construction progress fast, support split easy and concrete forming behind layer beautiful, flat degrees good, can reached water concrete effect, reduce workers intensity, features. 1 material requiring more than 1.1 multi-layer plate thickness 12mm thickness, flexural design strength of not less than 12.5N/mm2, modulus of elasticity is not less than 3.2x103 N/mm2, resistance to flooding, soaked in water at room temperature 72h, no glue, surface wear and corrosion resistance, smooth deviation is less than 1.5mm. 1.2 reinforcement pipe selection φ 48 standard pipe, tube wall thickness uniform, and no crack, and Alice song not round not whole, defects; template top support with prefabricated 50x50 concrete support block, spacing for 600mm, long with wall wide; cut force wall template reinforcement ? 0.000 following with with φ 12 of on pulled screw rod with check water tablets, ? 0.000 above with on pulled screw Rod coat PVC tube, tube out wall surface 50mm/surface, on pulled screw Rod spacing @500*500. 1.3 steel pipe connection fittings, meet quality standards, no cracks, threads oil, without accusations, torsional flexibility, use annex "u"-shaped pins are in line with quality standards. 2 floor template support 2.1 floor template by laying bamboo plywood in double keel, keel for PHI 48 steel pipe, the keel to 50*100 wood, used in steel-tube scaffold system spans greater than 2 metres from the floor, using quick-dismantling system formwork, when span is greater than or equal to 4.0 meters, template by 0.25%L arch. 2.2 pavement layer template, began laying around, shut in the Middle, corner site template Latrun line alignment, and joist nailed down. 2.3 surface layer of wood glue banpu finished, carefully check that the bracket is a solid, smooth surface, in accordance with the quality requirements, and paste the seam tape on the template. 2.4 pad 50mm planks between the body and the floor, and the same floor connected whole, to enhance the overall stability of frame. 2.5 floor model and model top pressure beam side, seam clamps 5mm sponge and paper adhesive tape, to ensure construction quality of concrete corner site. Templates support 3.1 Liang Mo 3 beam cladding wood plastic is used as templates, stared blankly for long layout 50x100 beam along the beam direction, and erection of steel pipe supports. 3.2 beam formwork, when beam span greater than or equal to 6m, the girder arches at the end of 0.4%L. 3.3 side reinforcement beams, Latrun line alignment. 3.4 header height is less than 500mm, beam width is less than 250mm, and @ 900mm beam steel frame spacing, vertical spacing 900mm horizontal tube, beam is not added on the pull bolt, when beam >600, Leung added pull bolt @600mm. On the podium and some scaffolding, vertical and horizontal pole spacing is less than 900, step less than 1500, and scissors and sweep the pipe, beams and slabs bearing fasteners must be installed under ... 4.3 in the bench on the side panel
breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has
4、 负责公文的接收、登记、下发、归档等工作;
5、 负责公司来访客人的预约登记和接待服务工作;
6、 负责公司会议室的预约、使用和善后工作;
7、回答询问，收集客户、访客、及其他单位的信息，完成其他分配的文职工作;
8、根据公司和部门的日程安排，安排会务、接待重要客户以及相关报告的准备工作;
9、负责管理公司简介等客户资料，向客户提示公司信息;
10、负责转接电话，并记录电话留言信息，及其他文件流转信息;
11、负责将机要文件、重要信件等及时送至所在部门。
网管 1 行政主管 1、 负责对公司的电脑和系统进行优化，保证硬件和软件系统的最佳选择;
2、 负责保养和维修公司的电子设备;
3、 负责公司网络信息化的搭架、维护和升级。
4、 协助行政主管处理其他行政事务。
司机 1 行政主管 1、 驾驶汽车，随时准备被调遣;
2、 对车队的车辆进行定期的安全检查保证用车质量
3、协助行政主管处理其他行政事务。
0breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the 1 ?e on location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and widon Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installati20 ruler check hoop reinforced of within net size +5 ruler check steel installati ?10 ruler check bent up steel of bent folding location ?d test method project allows deviation (mm) test method by force steel Shun length direction full length of net size quirements: steel processing Shi allows deviation anwear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table re ?up panels, beams, walls, marked with paint, model, pitch -ink pop ?er: cable binding ord ?plate: 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof φabove 12 bar 20# galvanized iron wire, Φmaterial table match, check the rear fastening can be carried out. , and amiliarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shapeength 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly fhe secant lbending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, t-dash--e adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory workcomponent size, thickness, bending length and hook to increase thhasplate ction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the temeering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construengin ness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering theg, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickcheck pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measurin ?eler check note: bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and fe 20 ruler volume continuous three document, take maximum value steel ?3 ruler check lashing hoop reinforced, and horizontal steel spacing ?5 ruler check Board , And wall, and Shell ?10 ruler check column, and beam ?ruler check cover thickness based 5 ?10 ruler check row from ?5 ruler volume ends, middle the is, take maximum value by force steel spacing ?10 ruler check wide, and high ?20 ruler volume continuous three document, take maximum value lashing steel skeleton long ?ruler check mesh size 15
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