工程建设管理工作报告

工程建设管理工作报告 淮北市华家湖提水泵站工程 阶段验收,水下工程, 淮北市华家湖提水泵站工程建设管理处 二〇一〇年六月 how to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of the more important issues. In design and construction of Foundation pit, therefore, requires a rigorous, thorough analysis and calculation. This design includes four major aspects: 1 discussion, engineering and support programmes of selection, 2, envelope design and calculation, 3, the construction organization design for Foundation pit dewatering of 4,. According to Foundation pit engineering and its characteristics, taking into account the Foundation of security and economy under the premise of plus four classes of underground diaphragm wall support as a support scheme, with Lang Ken theory calculation of soil pressure, through the load method for calculation of wall deflections, bending moment and embedded depth. 5, described in detail according to the specification for construction of deep Foundation pit underground continuous wall construction technology and construction. First chapter engineering profile 1.1 engineering introduction date Park station is located in date Park West Road and date Park North Road cross junction West, date Park West Road North of planning green with within, and date Park West road parallel layout, around of status and planning are to live mainly, station West North for construction in the of universal real estate Universal City, northeast side for big road village of construction with to, planning for senior business live floor, West South for Xian Lishan car factory of 3402 community, East South for big Park community and love Chrysanthemum better Park, residential community. West zaoyuan road to xianyang in XI ' an city, ... Field of concrete structure of underground water non-corrosive, reinforcement of reinforced concrete structure under alternating wet and 审定: 李响 校审: 陶芳胜 编写: 朱洪雷 corrosive, reinforcement of reinforced concrete structure under alternating wet and-f concrete structure of underground water nonield oark community and love Chrysanthemum better Park, residential community. West zaoyuan road to xianyang in XI ' an city, ... Fh to, planning for senior business live floor, West South for Xian Lishan car factory of 3402 community, East South for big Pon witWest North for construction in the of universal real estate Universal City, northeast side for big road village of constructianning green with within, and date Park West road parallel layout, around of status and planning are to live mainly, station of pl n date Park station is located in date Park West Road and date Park North Road cross junction West, date Park West Road Northround continuous wall construction technology and construction. First chapter engineering profile 1.1 engineering introductioundergng moment and embedded depth. 5, described in detail according to the specification for construction of deep Foundation pit scheme, with Lang Ken theory calculation of soil pressure, through the load method for calculation of wall deflections, bendipport t the Foundation of security and economy under the premise of plus four classes of underground diaphragm wall support as a susign for Foundation pit dewatering of 4,. According to Foundation pit engineering and its characteristics, taking into accounion deiscussion, engineering and support programmes of selection, 2, envelope design and calculation, 3, the construction organizatundation pit, therefore, requires a rigorous, thorough analysis and calculation. This design includes four major aspects: 1 dportant issues. In design and construction of Fohow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of the more im2 目 录 1、工程概况 .................................................................. 5 1.1工程位臵 .................................................................. 5 1.2工程布臵 .................................................................. 5 1.3工程主要技术经济指标 ...................................................... 5 1.4立项、初设文件批复 ........................................................ 5 1.5工程投资 .................................................................. 6 1.6主要工程量 ................................................................ 6 2、主要项目施工过程及重大问题处理 ............................................ 6 2.1 施工准备 ................................................................. 6 2.2 参建单位 ................................................................. 6 2.3 工程开工报告及批复 ....................................................... 7 2.4 主要工程开工完工日期 ..................................................... 7 2.5 设计变更 ................................................................. 7 3、专项工程和工作 ............................................................ 7 ？.1 征地补偿和移民安臵 ...................................................... 7 ？.2 环境保护工程及水土保持设施 .............................................. 7 4、项目管理 .................................................................. 8 ,.1 机构设臵及工作情况 ...................................................... 8 ,.3 合同管理 ................................................................ 8 ,.4价款结算 ................................................................. 9 ,.5 材料及设备供应 .......................................................... 9 5、工程质量 .................................................................. 9 ,.1 工程质量管理体系和质量监督 .............................................. 9 ,.2 工程项目划分及质量等级评定 ............................................. 10 ,.3 质量事故处理情况 ....................................................... 10 ,.4 安全生产及文明施工 ..................................................... 10 6、历次验收情况 ............................................................. 12 7、经验与建议 ............................................................... 13 7.1领导重视。 ............................................................... 13 7.2当地政府支持 ............................................................. 13 7.3高效管理 ................................................................. 13 7.4安全生产～警钟长鸣 ....................................................... 13 7.5建议 ..................................................................... 13 8附件 ....................................................................... 14 Lishan car factory of 3402 community, East South for big Park community and love Chrysanthemum better Park, residential commuy, northeast side for big road village of construction with to, planning for senior business live floor, West South for Xian l Citround of status and planning are to live mainly, station West North for construction in the of universal real estate UniversaRoad cross junction West, date Park West Road North of planning green with within, and date Park West road parallel layout, a North st chapter engineering profile 1.1 engineering introduction date Park station is located in date Park West Road and date Parkecification for construction of deep Foundation pit underground continuous wall construction technology and construction. Firthe spthe load method for calculation of wall deflections, bending moment and embedded depth. 5, described in detail according to lasses of underground diaphragm wall support as a support scheme, with Lang Ken theory calculation of soil pressure, through four cit engineering and its characteristics, taking into account the Foundation of security and economy under the premise of plus esign and calculation, 3, the construction organization design for Foundation pit dewatering of 4,. According to Foundation pope dcalculation. This design includes four major aspects: 1 discussion, engineering and support programmes of selection, 2, envel he more important issues. In design and construction of Foundation pit, therefore, requires a rigorous, thorough analysis andhow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of tcorrosive, reinforcement of reinforced concrete structure under alternating wet and-West zaoyuan road to xianyang in XI ' an city, ... Field of concrete structure of underground water nonnity. 3 闸河为新汴河水系肖濉新河支流～发源于江苏省徐州市十八里屯～由北向南流经江苏铜山、安徽萧县、淮北市杜集区、烈山区、宿州市埇桥区在王闸口处汇入肖濉新河～闸河全长 2272.4km～流域面积446km～其中安徽省境内流域面积385 km～由于闸河来水集中～河道各节制闸蓄量有限～大部分来水得不到有效利用而流失。 淮北市水务局2005年建成了引闸,河,入华,家湖,工程～ 3设计引水流量30m/s。 华家湖水库于1958年建成～ 2008年完成了对水库大坝进行加培、防渗、护坡等工程的施工～并完善了相应监测和管理设施。 华家湖水库除险加固及引闸,河,入华,家湖,工程完成后～为提高供水保证率和远期供水需要～提高工农业用水的保证率～促进华家湖旅游业的发展～提水泵站工程建设的必要性日益呈现～该工程建成后～能抬高水库蓄水位～增加水库的有效蓄水量～并对提升区域水资源保障能力、支撑当地经济社会发展、发展当地的旅游事业具有积极意义。 2009年10月淮北市水务局委托淮北市水利建筑勘测设计院编制完成了《淮北市华家湖提水泵站工程初步设计》。2010年3月15日工程开工典礼～标志着淮北市华家湖提水泵站工程 h to, planning for senior business live floor, West South for Xian Lishan car factory of 3402 community, East South for big Pon witWest North for construction in the of universal real estate Universal City, northeast side for big road village of constructianning green with within, and date Park West road parallel layout, around of status and planning are to live mainly, station of pl n date Park station is located in date Park West Road and date Park North Road cross junction West, date Park West Road Northround continuous wall construction technology and construction. First chapter engineering profile 1.1 engineering introductioundergng moment and embedded depth. 5, described in detail according to the specification for construction of deep Foundation pit scheme, with Lang Ken theory calculation of soil pressure, through the load method for calculation of wall deflections, bendipport t the Foundation of security and economy under the premise of plus four classes of underground diaphragm wall support as a susign for Foundation pit dewatering of 4,. According to Foundation pit engineering and its characteristics, taking into accounion deiscussion, engineering and support programmes of selection, 2, envelope design and calculation, 3, the construction organizatundation pit, therefore, requires a rigorous, thorough analysis and calculation. This design includes four major aspects: 1 dportant issues. In design and construction of Fohow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of the more imcorrosive, reinforcement of reinforced concrete structure under alternating wet and-f concrete structure of underground water nonield oark community and love Chrysanthemum better Park, residential community. West zaoyuan road to xianyang in XI ' an city, ... F4 建设拉开了序幕～提水泵站工程在各级领导的大力支持下～经过全体参建单位的共同努力～按时完成了水下工程项目～具备通水的条件～现就该工程的建设管理工作向各位领导、专家汇报。 1、工程概况 1.1工程位臵 淮北市华家湖提水泵站工程～位于引闸入华工程明渠中段～引水隧洞北端。 1.2工程布臵 1.2.1进水口段 主要布臵拦污栅,两孔长3m～共宽5.6m,。 1.2.2提水泵站 提水泵站,长9.5m～宽5.6m,～设计安装3台ZL4012—6型轴流泵～每台电机功率200kv～装机容量800kva,设计流量 37.527 m/s～毛扬程5.96m。 1.2.3提水闸。 出水口提水闸,2孔×2.5m～长8.0m,配备QPQ—125型卷扬式启闭机～启闭力均为12.5t。 1.3工程主要技术经济指标 3排涝站为?等4级小(1)型～设计流量7.527 m/s～毛扬程5.96m。 1.4立项、初设文件批复 2009年10月淮北市水务局委托淮北市水利建筑勘测设计院编制完成了《淮北市华家湖提水泵站工程初步设计》～2009 corrosive, reinforcement of reinforced concrete structure under alternating wet and-West zaoyuan road to xianyang in XI ' an city, ... Field of concrete structure of underground water nonnity. Lishan car factory of 3402 community, East South for big Park community and love Chrysanthemum better Park, residential commuy, northeast side for big road village of construction with to, planning for senior business live floor, West South for Xian l Citround of status and planning are to live mainly, station West North for construction in the of universal real estate UniversaRoad cross junction West, date Park West Road North of planning green with within, and date Park West road parallel layout, a North st chapter engineering profile 1.1 engineering introduction date Park station is located in date Park West Road and date Parkecification for construction of deep Foundation pit underground continuous wall construction technology and construction. Firthe spthe load method for calculation of wall deflections, bending moment and embedded depth. 5, described in detail according to lasses of underground diaphragm wall support as a support scheme, with Lang Ken theory calculation of soil pressure, through four cit engineering and its characteristics, taking into account the Foundation of security and economy under the premise of plus esign and calculation, 3, the construction organization design for Foundation pit dewatering of 4,. According to Foundation pope dcalculation. This design includes four major aspects: 1 discussion, engineering and support programmes of selection, 2, envel he more important issues. In design and construction of Foundation pit, therefore, requires a rigorous, thorough analysis andhow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of t5 年12月15日～市水务局组织召开了《淮北市华家湖提水泵站工程初步设计》专家审查会～并原则上通过。 1.5工程投资 工程总投资约250万元。 1.6主要工程量 设计工程量: 33石方开挖584.78m,砼和钢筋砼520.11m,钢筋27.69t。 累计完成工程量: 33石方开挖,m,砼和钢筋砼,,,,m,钢筋,,,,t。。 2、主要项目施工过程及重大问题处理 2.1 施工准备 淮北市水务局2010年3月3日完成了工程招标～2010年3月10日与施工单位签订了施工合同～并办理了质量、安全监督手续～完成场内拆迁、“四通一平”及开工前的各项准备工作～具备开工建设条件。 2.2 参建单位 主管部门:淮北市水务局, 质量监督单位:淮北市水利工程质量监督站, 建设单位:淮北市华家湖提水泵站工程建设管理处, 监理单位:淮北金源工程项目管理咨询有限公司, 设计单位:淮北市水利建筑勘测设计院, 施工单位:安徽同济水电建安有限公司, 机电设备、金结结构采购单位:安徽省水利物资股份有限公司。 corrosive, reinforcement of reinforced concrete structure under alternating wet and-f concrete structure of underground water nonield oark community and love Chrysanthemum better Park, residential community. West zaoyuan road to xianyang in XI ' an city, ... Fh to, planning for senior business live floor, West South for Xian Lishan car factory of 3402 community, East South for big Pon witWest North for construction in the of universal real estate Universal City, northeast side for big road village of constructianning green with within, and date Park West road parallel layout, around of status and planning are to live mainly, station of pl n date Park station is located in date Park West Road and date Park North Road cross junction West, date Park West Road Northround continuous wall construction technology and construction. First chapter engineering profile 1.1 engineering introductioundergng moment and embedded depth. 5, described in detail according to the specification for construction of deep Foundation pit scheme, with Lang Ken theory calculation of soil pressure, through the load method for calculation of wall deflections, bendipport t the Foundation of security and economy under the premise of plus four classes of underground diaphragm wall support as a susign for Foundation pit dewatering of 4,. According to Foundation pit engineering and its characteristics, taking into accounion deiscussion, engineering and support programmes of selection, 2, envelope design and calculation, 3, the construction organizatundation pit, therefore, requires a rigorous, thorough analysis and calculation. This design includes four major aspects: 1 dportant issues. In design and construction of Fohow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of the more im6 2.3 工程开工报告及批复 2010年3月10日淮北市水务局与施工单位签订了施工合同～施工单位人员和施工机械设备已到位～开工前的各项准备工作都已就绪～为此～建管处上报了《关于淮北市华家湖提水泵站工程开工的报告》,淮泵建„2010?01号,～淮北市河道管理局以淮河管„2010?9号文给予批复～同意开工建设。 2.4 主要工程开工完工日期 ,,,,,开工日期,完工日期, 2.5 设计变更 本工程无重大设计变更。 ,,,,, 3、专项工程和工作 ？.1 征地补偿和移民安臵 本工程主要是临时占地的补偿～补偿 标准 excel标准偏差excel标准偏差函数exl标准差函数国标检验抽样标准表免费下载红头文件格式标准下载 按省水利厅和省发改委联合下发的文件执行。没有移民安臵。 ？.2 环境保护工程及水土保持设施 3.2.1严格遵守国家有关环境保护的法令～在合同规定的施工活动界线之内生产和生活。 3.2.2按照与主体工程“三同时”的原则～根据水土保持本身的特点～结合各分项工程施工区域的施工安排～前期做好挡水和排水措施～后期做好场地整平等措施。 ？.3 工程建设档案 水利工程档案的质量是衡量水利工程质量的重要依据～我 Lishan car factory of 3402 community, East South for big Park community and love Chrysanthemum better Park, residential commuy, northeast side for big road village of construction with to, planning for senior business live floor, West South for Xian l Citround of status and planning are to live mainly, station West North for construction in the of universal real estate UniversaRoad cross junction West, date Park West Road North of planning green with within, and date Park West road parallel layout, a North st chapter engineering profile 1.1 engineering introduction date Park station is located in date Park West Road and date Parkecification for construction of deep Foundation pit underground continuous wall construction technology and construction. Firthe spthe load method for calculation of wall deflections, bending moment and embedded depth. 5, described in detail according to lasses of underground diaphragm wall support as a support scheme, with Lang Ken theory calculation of soil pressure, through four cit engineering and its characteristics, taking into account the Foundation of security and economy under the premise of plus esign and calculation, 3, the construction organization design for Foundation pit dewatering of 4,. According to Foundation pope dcalculation. This design includes four major aspects: 1 discussion, engineering and support programmes of selection, 2, envel he more important issues. In design and construction of Foundation pit, therefore, requires a rigorous, thorough analysis andhow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of tcorrosive, reinforcement of reinforced concrete structure under alternating wet and-West zaoyuan road to xianyang in XI ' an city, ... Field of concrete structure of underground water nonnity. 7 们将其纳入工程质量管理程序。凡各参建单位未按规定要求提交工程档案资料的～按照有关要求不得通过验收和进行质量等级评定。 档案工作贯穿于该工程建设程序的各个阶段。从工程建设前期就已经进行文件材料的收集和整理工作,在签订有关合同、协议时～明确提出档案的收集、整理、移交等要求,检查工程进度与施工质量时～还同时检查工程档案的收集。 4、项目管理 ,.1 机构设臵及工作情况 淮北市水务局批准成立了淮北市提水泵站工程建设管理处～建设管理处下设管理组和技术组。 ,.2 主要项目招标投标过程 淮北市华家湖提水泵站工程采用国内公开招标～委托安徽省河川工程咨询有限公司为招标代理机构～2010年1月29日在中国采购与招标网及安徽省水利工程招标信息网发布淮北市华家湖提水泵站工程监理、施工及设备采购招标公告,皖水招公告„2010?034号,～2010年3月3日在合肥开标～经有关专家认真评审～中标单位分别为:施工标安徽同济水电建安有限公司,机电设备、金结结构采购标安徽省水利物资股份有限公司,建设监理第一次流标～2010年2月12日再次发布淮北市华家湖提水泵站工程监理再次招标公告,皖水招公告„2010?050号,～仍无潜在人报名～按照有关规定～和有相应资质的单位洽谈～确定建设监理单位为淮北金源工程项目管理咨询有限公司。 ,.3 合同管理 f concrete structure of underground water nonield oark community and love Chrysanthemum better Park, residential community. West zaoyuan road to xianyang in XI ' an city, ... Fh to, planning for senior business live floor, West South for Xian Lishan car factory of 3402 community, East South for big Pon witWest North for construction in the of universal real estate Universal City, northeast side for big road village of constructianning green with within, and date Park West road parallel layout, around of status and planning are to live mainly, station of pl n date Park station is located in date Park West Road and date Park North Road cross junction West, date Park West Road Northround continuous wall construction technology and construction. First chapter engineering profile 1.1 engineering introductioundergng moment and embedded depth. 5, described in detail according to the specification for construction of deep Foundation pit scheme, with Lang Ken theory calculation of soil pressure, through the load method for calculation of wall deflections, bendipport t the Foundation of security and economy under the premise of plus four classes of underground diaphragm wall support as a susign for Foundation pit dewatering of 4,. According to Foundation pit engineering and its characteristics, taking into accounion deiscussion, engineering and support programmes of selection, 2, envelope design and calculation, 3, the construction organizatundation pit, therefore, requires a rigorous, thorough analysis and calculation. This design includes four major aspects: 1 dportant issues. In design and construction of Fohow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of the more imcorrosive, reinforcement of reinforced concrete structure under alternating wet and-8 本工程施工合同～临时工程采取总价承包,建筑工程、机电及金属结构安装工程采取单价承包,在工程建设过程中～签约双方严格履行合同内容～认真执行合同条款～切实规范合同行为～至今未发生任何合同纠纷和违约情况～保证了工程建设的顺利进行。 ,.4价款结算 该工程无预付款～按月付进度款。工程款按照合同规定的手续支付～由承包商提供工程月进度清单、监理审核签证～项目法人现场负责人审核～法人代表审批。按合同约定扣留工程质量保证金。报淮北市水务局付款。 ,.5 材料及设备供应 所有土建材料均由施工单位自行采购～建设单位不负责采购。 5、工程质量 ,.1 工程质量管理体系和质量监督 该工程质量实行项目法人负责～监理单位控制～施工单位保证和政府监督相结合的质量管理体系。 建管处共有7人组成～全面负责工程质量和安全管理～主要领导负总责。设计单位选派2名工程技术人员组成设代小组～经常到施工现场进行设计服务。监理单位选派总监理工程师1名～监理工程师1名～监理员1名。明确了监理目标～编制了监理规划、监理细则～依据设计文件和施工规范、施工合同开展监理工作～监理部明确了各监理人员的职责与分工～同时也强调专业之间的分工合作～制定了有关工程质量控制、投资控 round of status and planning are to live mainly, station West North for construction in the of universal real estate UniversaRoad cross junction West, date Park West Road North of planning green with within, and date Park West road parallel layout, a North st chapter engineering profile 1.1 engineering introduction date Park station is located in date Park West Road and date Parkecification for construction of deep Foundation pit underground continuous wall construction technology and construction. Firthe spthe load method for calculation of wall deflections, bending moment and embedded depth. 5, described in detail according to lasses of underground diaphragm wall support as a support scheme, with Lang Ken theory calculation of soil pressure, through four cit engineering and its characteristics, taking into account the Foundation of security and economy under the premise of plus esign and calculation, 3, the construction organization design for Foundation pit dewatering of 4,. According to Foundation pope dcalculation. This design includes four major aspects: 1 discussion, engineering and support programmes of selection, 2, envel he more important issues. In design and construction of Foundation pit, therefore, requires a rigorous, thorough analysis andhow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of tcorrosive, reinforcement of reinforced concrete structure under alternating wet and-West zaoyuan road to xianyang in XI ' an city, ... Field of concrete structure of underground water nonnity. Lishan car factory of 3402 community, East South for big Park community and love Chrysanthemum better Park, residential commuy, northeast side for big road village of construction with to, planning for senior business live floor, West South for Xian l Cit9 制、进度控制、安全控制、合同管理、信息管理等方面工作制度和一系列的监理制度～确保监理目标的全面实现。 施工单位～成立了工程项目部～组建了强有力的项目部班子～实行项目经理负责制～做到人员落实、职责明确、各司其责～同时～制订了质量控制的“三检制度”、隐蔽工程验收制度和工序报验等一系列规章制度。质量监督单位委派有经验的技术人员到工地检查指导工程建设～参与隐蔽工程及重要部位工程的验收。 各参建单位按工程质量管理规定各自制定了完善的 管理制度 档案管理制度下载食品安全管理制度下载三类维修管理制度下载财务管理制度免费下载安全设施管理制度下载 。形成了完善的工程质量管理体系。 ,.2 工程项目划分及质量等级评定 该工程为2个单位工程～ 10个分部工程～共53 个单元工程～已完成,个分部～共,个单元工程～完工并验收,个单元工程～全部合格。评定,个分部～,个分部工程质量全部合格。 ,.3 质量事故处理情况 该工程未出现质量事故。 ,.4 安全生产及文明施工 5.4.1安全生产 5.4.1.1制定了安全生产管理制度 为了切实加强淮北市华家湖提水泵站工程建设安全监督管理工作～根据省水利厅皖水建„2008?95号文件精神～淮北市水务局分别于各中标单位签订了安全生产协议书。 一是认真贯彻执行国家颁布的安全生产管理条例～严格按照安全技术规范进行施工。二是牢固树立“安全第一～预防为 h to, planning for senior business live floor, West South for Xian Lishan car factory of 3402 community, East South for big Pon witWest North for construction in the of universal real estate Universal City, northeast side for big road village of constructianning green with within, and date Park West road parallel layout, around of status and planning are to live mainly, station of pl n date Park station is located in date Park West Road and date Park North Road cross junction West, date Park West Road Northround continuous wall construction technology and construction. First chapter engineering profile 1.1 engineering introductioundergng moment and embedded depth. 5, described in detail according to the specification for construction of deep Foundation pit scheme, with Lang Ken theory calculation of soil pressure, through the load method for calculation of wall deflections, bendipport t the Foundation of security and economy under the premise of plus four classes of underground diaphragm wall support as a susign for Foundation pit dewatering of 4,. According to Foundation pit engineering and its characteristics, taking into accounion deiscussion, engineering and support programmes of selection, 2, envelope design and calculation, 3, the construction organizatundation pit, therefore, requires a rigorous, thorough analysis and calculation. This design includes four major aspects: 1 dportant issues. In design and construction of Fohow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of the more imcorrosive, reinforcement of reinforced concrete structure under alternating wet and-f concrete structure of underground water nonield oark community and love Chrysanthemum better Park, residential community. West zaoyuan road to xianyang in XI ' an city, ... F10 主”的正确思想～坚持做到安全生产时时抓～时时讲。三是认真履行合同制～签订安全生产管理合同～明确各自的职责。四是制定安全生产奖罚制度～奖罚要分明～处理要到位。五是严格遵守施工现场的“八不准”制度～如有发现～要按制定的罚款细则认真落实到位。六是检查督促监理单位在安全生产控制方面的工作。 5.4.1.2定期组织安全生产检查 主要检查以下几项: 一是安全生产责任制落实情况。二是安全生产法律法规、标准规程执行情况。配备专,兼,职安全管理人员情况,技术设备安全管理制度和岗位安全作业规程建立、执行情况,作业现场安全监督检查情况等。三是隐患排查整改和重大危险源监控情况。施工现场规范化管理,高边坡、基坑、高模板、模板、脚手架、施工围挡、起重机、临时设施等的安全防范措施落实情况; 起重设备施工 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 论证及实施等。危险性较大的特种设备完好状况及检测检验情况,对存在较大危险因素的重点部位和环节普查建档、风险辨识、监控预警制度的建设及措施落实情况。四是应急管理情况。建立专,兼,职应急救援队伍情况,配备应急救援物资、制订应急救援预案和应急演练情况,制订施工应急度汛方案～严格执行安全度汛工作责任制～抓紧落实各项度汛措施。五是安全基础工作及教育培训情况。项目主要负责人、安全管理人员、特种作业人员的持证上岗情况和从业人员的教育培训情况～以及劳动组织、用工等情况。 同时督促施工单位完成:一是签订安全生产目标管理责任 corrosive, reinforcement of reinforced concrete structure under alternating wet and-West zaoyuan road to xianyang in XI ' an city, ... Field of concrete structure of underground water nonnity. Lishan car factory of 3402 community, East South for big Park community and love Chrysanthemum better Park, residential commuy, northeast side for big road village of construction with to, planning for senior business live floor, West South for Xian l Citround of status and planning are to live mainly, station West North for construction in the of universal real estate UniversaRoad cross junction West, date Park West Road North of planning green with within, and date Park West road parallel layout, a North st chapter engineering profile 1.1 engineering introduction date Park station is located in date Park West Road and date Parkecification for construction of deep Foundation pit underground continuous wall construction technology and construction. Firthe spthe load method for calculation of wall deflections, bending moment and embedded depth. 5, described in detail according to lasses of underground diaphragm wall support as a support scheme, with Lang Ken theory calculation of soil pressure, through four cit engineering and its characteristics, taking into account the Foundation of security and economy under the premise of plus esign and calculation, 3, the construction organization design for Foundation pit dewatering of 4,. According to Foundation pope dcalculation. This design includes four major aspects: 1 discussion, engineering and support programmes of selection, 2, envel he more important issues. In design and construction of Foundation pit, therefore, requires a rigorous, thorough analysis andhow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of t11 书。二是成立项目部安全文明施工领导小组。三是制定安全措施 计划 项目进度计划表范例计划下载计划下载计划下载课程教学计划下载 、安全文明施工组织设计、分部,分项,工程施工安全技术交底、各工种安全技术操作规程、现场安全文明施工管理制度、消防保卫管理制度、项目部生产安全事故应急救援预案。四是制定施工现场、办公室安全文明施工宣传、警示牌及规章制度和各种安全技术操作规程、文明工地十条标准。质量方针、质量目标、安全方针。五是加强安全人员的培训学习～提高素质～增强责任心。 华家湖提水泵站工程施工以来～按照市人民政府安全生产委员会办公室、省水利厅、市水务局等单位关于安全生产的要求～加强对安全生产工作的督查检查～发现问题立即责令施工单位整改～确保安全施工。定期不定期对华家湖提水泵站工程通报安全生产工作。 5.4.1.3加强安全生产救援预案、专项安全施工方案的编制 要求施工单位制定项目部生产安全事故应急救援预案～并及时备案。由于现在已进入汛期～要求各单位报送了度汛方案。 5.4.2文明施工 对施工区、生活区～做好污水规划～建好污水处理设施～同时还在施工区内和生活营地适当的位臵设公厕～严禁随地大小便～注意灭蚊灭蝇～预防疾病的传播。树立文明施工意识～施工区材料、设备堆放整齐～废弃物定期清理。 6、历次验收情况 ,,,,,, corrosive, reinforcement of reinforced concrete structure under alternating wet and-f concrete structure of underground water nonield oark community and love Chrysanthemum better Park, residential community. West zaoyuan road to xianyang in XI ' an city, ... Fh to, planning for senior business live floor, West South for Xian Lishan car factory of 3402 community, East South for big Pon witWest North for construction in the of universal real estate Universal City, northeast side for big road village of constructianning green with within, and date Park West road parallel layout, around of status and planning are to live mainly, station of pl n date Park station is located in date Park West Road and date Park North Road cross junction West, date Park West Road Northround continuous wall construction technology and construction. First chapter engineering profile 1.1 engineering introductioundergng moment and embedded depth. 5, described in detail according to the specification for construction of deep Foundation pit scheme, with Lang Ken theory calculation of soil pressure, through the load method for calculation of wall deflections, bendipport t the Foundation of security and economy under the premise of plus four classes of underground diaphragm wall support as a susign for Foundation pit dewatering of 4,. According to Foundation pit engineering and its characteristics, taking into accounion deiscussion, engineering and support programmes of selection, 2, envelope design and calculation, 3, the construction organizatundation pit, therefore, requires a rigorous, thorough analysis and calculation. This design includes four major aspects: 1 dportant issues. In design and construction of Fohow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of the more im12 7、经验与建议 7.1领导重视。 淮北市华家湖提水泵站工程是市重点水利工程之一～受到市委、市政府主要领导的高度重视～市领导曾多次深入工地检查指导工作～对工程建设提出严格的要求,副秘书长、局长汪绪武更是对工程建设管理极为重视～经常亲临工地施工现场检查指导～解决施工中实际困难。 7.2当地政府支持 当地政府在解决建设临时用地、拆迁赔偿、协调地方环境更是给予大力的支持～提供了良好施工环境～确保了该工程建设的顺利进行。 7.3高效管理 工程建设快速、有序、高质量的进行～确保在汛期前工程能够投入运行。建管处制定了各项规章制度～加大了工程建设的管理力度～在关键部位的管理上要求管理人员～坚持岗位～吃住在工地。坚持每周召开一次工程建设例会～有效组织监理、施工、设计、质监等单位团结协作～步调一致的工作～圆满的完成了水下工程的建设任务。 7.4安全生产～警钟长鸣 各参建单位高度重视安全生产工作～实现了安全生产。 7.5建议 各参建单位要加强协作～在确保工程质量的前提下～加快工程进度～确保该工程早日发挥效益。 North st chapter engineering profile 1.1 engineering introduction date Park station is located in date Park West Road and date Parkecification for construction of deep Foundation pit underground continuous wall construction technology and construction. Firthe spthe load method for calculation of wall deflections, bending moment and embedded depth. 5, described in detail according to lasses of underground diaphragm wall support as a support scheme, with Lang Ken theory calculation of soil pressure, through four cit engineering and its characteristics, taking into account the Foundation of security and economy under the premise of plus esign and calculation, 3, the construction organization design for Foundation pit dewatering of 4,. According to Foundation pope dcalculation. This design includes four major aspects: 1 discussion, engineering and support programmes of selection, 2, envel he more important issues. In design and construction of Foundation pit, therefore, requires a rigorous, thorough analysis andhow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of tcorrosive, reinforcement of reinforced concrete structure under alternating wet and-West zaoyuan road to xianyang in XI ' an city, ... Field of concrete structure of underground water nonnity. Lishan car factory of 3402 community, East South for big Park community and love Chrysanthemum better Park, residential commuy, northeast side for big road village of construction with to, planning for senior business live floor, West South for Xian l Citround of status and planning are to live mainly, station West North for construction in the of universal real estate UniversaRoad cross junction West, date Park West Road North of planning green with within, and date Park West road parallel layout, a13 8附件 建设大事记 of pl n date Park station is located in date Park West Road and date Park North Road cross junction West, date Park West Road Northround continuous wall construction technology and construction. First chapter engineering profile 1.1 engineering introductioundergng moment and embedded depth. 5, described in detail according to the specification for construction of deep Foundation pit scheme, with Lang Ken theory calculation of soil pressure, through the load method for calculation of wall deflections, bendipport t the Foundation of security and economy under the premise of plus four classes of underground diaphragm wall support as a susign for Foundation pit dewatering of 4,. According to Foundation pit engineering and its characteristics, taking into accounion deiscussion, engineering and support programmes of selection, 2, envelope design and calculation, 3, the construction organizatundation pit, therefore, requires a rigorous, thorough analysis and calculation. This design includes four major aspects: 1 dportant issues. In design and construction of Fohow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of the more imcorrosive, reinforcement of reinforced concrete structure under alternating wet and-f concrete structure of underground water nonield oark community and love Chrysanthemum better Park, residential community. West zaoyuan road to xianyang in XI ' an city, ... Fh to, planning for senior business live floor, West South for Xian Lishan car factory of 3402 community, East South for big Pon witWest North for construction in the of universal real estate Universal City, northeast side for big road village of constructianning green with within, and date Park West road parallel layout, around of status and planning are to live mainly, station 14 淮北市华家湖提水泵站工程 建设大事记 2010年3月至2010年6月 2010年3月 2010年3月30日～经淮北市水务局批准成立了淮北市华家湖提水泵站工程建设管理处。 2010年3月3日～公开招标～经过专家评审推荐了中标单位。 2010年 3月10日～签订了施工合同～机电、金属结构 采购合同 采购合同下载采购合同模板下载简易采购合同下载采购合同范本免费下载下载农副产品采购合同 。 ,,,,。 2010年4月 。 2010年5月 。 2010年6月 。 West zaoyuan road to xianyang in XI ' an city, ... Field of concrete structure of underground water nonnity. Lishan car factory of 3402 community, East South for big Park community and love Chrysanthemum better Park, residential commuy, northeast side for big road village of construction with to, planning for senior business live floor, West South for Xian l Citround of status and planning are to live mainly, station West North for construction in the of universal real estate UniversaRoad cross junction West, date Park West Road North of planning green with within, and date Park West road parallel layout, a North st chapter engineering profile 1.1 engineering introduction date Park station is located in date Park West Road and date Parkecification for construction of deep Foundation pit underground continuous wall construction technology and construction. Firthe spthe load method for calculation of wall deflections, bending moment and embedded depth. 5, described in detail according to lasses of underground diaphragm wall support as a support scheme, with Lang Ken theory calculation of soil pressure, through four cit engineering and its characteristics, taking into account the Foundation of security and economy under the premise of plus esign and calculation, 3, the construction organization design for Foundation pit dewatering of 4,. According to Foundation pope dcalculation. This design includes four major aspects: 1 discussion, engineering and support programmes of selection, 2, envel he more important issues. In design and construction of Foundation pit, therefore, requires a rigorous, thorough analysis andhow to ensure that under the prerequisite of stability, design the most economical solution, is the Foundation of tcorrosive, reinforcement of reinforced concrete structure under alternating wet and-15