04S531-4 湿陷性黄土地区给水阀门井

『主编单位负责人身物主编单位技术负责人F节伊磊后毛技术审定人--r. 设计 领导形象设计圆作业设计ao工艺污水处理厂设计附属工程施工组织设计清扫机器人结构设计 负责人姆拉机俨批准文号建质[2004]73号统一编号GJBT-741图集号048531-4湿的批准部门中华人民共和国建设部主编单位中国建筑西北设计研究院实行日期二00四年六月一日目录目录.II•••说明"….It....…...…...........………·……………..………·2----3圆形井闸阀组合节点图..矩形井闸阀组合节点图....IIII........圆形砖砌给水阀门井(井下操作)DNζ500.........，.................6圆形砖砌给水阀门井(地面操作)朋运500'"'".,.'".,.II.'".,.'"7矩形钢筋混凝土给水间门井(井下操作)DN运2000'"'"'".,.It.8矩形钢筋混凝土给水阀门井主要尺寸表川........................…9砖砌给水间门井井盖板I"•砖砌给水阀门井井盖板材料表....矩形钢筋混凝土井井盖板(一)----(三)......….........…12----14钢筋混凝土井井盖板材料表(一)----(三)......….••••••••15"""'"17矩形钢筋混凝土给水阀门井钢筋表(一)----(五)......…18----22给水阀门井主要材料表....目审核|张删|如吨俨|校而赵整杜录|图集号04S531-4E设计|任雅玲|例扣件|页I1 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 资料网WWW.PV265.COM说l编制依据本图集根据建设[2000]110号"关于印发{二000年国家建筑标准设计编制工作 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 }的通知"，对原国家建筑标准设计图集865460(一)"-'(七)<湿陷性黄土地区给排水管道构筑物}进行修编。2设计依据2.1«给水排水 工程 路基工程安全技术交底工程项目施工成本控制工程量增项单年度零星工程技术标正投影法基本原理 构筑物结构设计 规范 编程规范下载gsp规范下载钢格栅规范下载警徽规范下载建设厅规范下载 ))GB50069-20022.2<混凝土结构设计规范))GB50010-20022.3<建筑地基基础设计规范»GB50007-20022.4«砌体结构设计规范»GB50003-20022.5<室外给水排水和燃气热力工程抗震设计规范»GB50032-20032.6<室外给水设计规范»GB500132.7<湿陷性黄土地区建筑规范»GB50025-20043适用范围3.1本国集适用于抗震设防烈度ζ8度的湿陷性黄土地区，其中砖砌给水阀门井用于非自重湿陷性黄土场地，钢筋混凝土给水间门井用于非自重及自重湿陷性黄土场地，不适用于有地下水的地基。3.2给水间门井一般应设在建筑物防护距离以外。3.3本图集如用于室外来暖计算温度低于-20'C的地区，需做保温井盖(参见055502-25)或采用其它保温措施。3.4本图集如用于常年冻土区、膨胀土区以及地震区的可液化土地基或明其它特殊地区时，应根据其它有关规范和规程的规定另作处理。3.5本图集按阀门直倒iN~1000DllD时根据一般室外给水手动暗杆低压(运1.OMPa)立式闸阀设计，1000皿ζDN~2000皿时，根据低压(运1.0MPa)蜗轮传动给水蝶阀设计，如采用其它型号的闸阀时，设计选用人应对各部分尺寸进行验算或调整。4设计参数:4.1设计荷载:汽车荷载等级按汽一超20级设计;地面堆积荷载10回/m2，二者不叠加计算，取其大者。4.2土壤条件:土的重度18kN/m3，土的内摩擦角中=220，地基承载力特征值fak=100kPao5建筑材料:5.1砖砌给水阀门井井壁采用MU10烧结实心砖，M1O水泥砂浆砌筑，底板采用C30混凝土;钢筋混凝土给水阀门井井壁及底板采用C30混凝土，混凝土的抗渗等级刘6。上述井的井盖板预制或现挠均采用C30混凝土。5.2钢筋种类:HPB235(中ζ10皿),HRB335(9!注12皿)。5.3井盖、井盖支座、踏步:给水阀门井宜采用中700铸铁井盖及支座，井盖过汽车者采用重型井盖及井盖支座，不过汽车者采用轻型井盖及井盖支座。井内踏步宜采用铸铁踏步。铸铁井盖顶面中间空白处填铸"给水井"三个字，作为区别于其它井室的标志。井盖支座安装用1:3水泥砂浆稳圃，踏步在施工井壁时要预埋，具体施工做法见5501-1"-'2«单说明审核|张顺强|协叶价-11校对|赵整社|盈亏豆粒|设计|任雅玲而十百048531-42标准资料网WWW.PV265.COM层、双层井盖及踏步}。5.4防水层:砖砌给水间门井防水采用1:2防水水泥砂浆抹面厚20皿;钢筋混凝土给水间门井防水采用合成高分子防水涂膜防水层，具体做法为l恤厚1:2水泥砂浆找平，1.5"'2.0皿厚合成高分子防水涂膜，2阳厚1:2水泥砂浆保护层。5.5漉凝土垫层:采用10恤厚度的C15混凝土。5.6灰土垫层:采用厚度为300皿的3:7灰土分层旁实，压实系数注0.95.5.7土垫层:采用300皿厚度的土垫层，分层旁实，压实系数注0.95。5.8柔性填料:采用发泡聚乙烯或聚氨醋等材料。6间门井控制尺寸的确定:6.1法兰边距井壁:DN-75"'300皿时为40伽;DN=350"'1000皿时为600皿;DN=1200"'200恤时为70Omm.6.2法兰边距井底:DN=75"'300皿时为300皿;DN=350"'1000皿时为400nun。DN=1200"'200Omm时为500皿。6.3地面操作立式阀门井，方头或手轮到井壁的垂直距离不小于450皿。6.4井下操作的立式阀门井手轮距盖板内顶不得小于30恤。6.5闸阅下必需设置MU10烧结实心砖支墩.M1O烧结水泥砂浆砌筑，支墩与闸阀底部应用M10号水泥砂浆抹)\宇填实。7间门井的选用方法:在I、服非自重湿陷性黄土场地，当即<60恤时应采用砖砌阀门井，当DN注60恤时，应采用钢筋混凝土阀门井;II、E级自重湿陷性黄土场地应采用钢筋混凝土阅门井。8施工注意事项:8.1管道穿越井壁处应预埋防水套管，然后根据设计采用的管材，选用不同的密封材料填塞打实，严防漏水，施工见04S531-3，第43页。8.2回填土时应先盖好盖板，在井壁四周同时回填并分层穷实。8.3砖砌阀门井上部为现收口，每层砖每侧收进5Omm.8.4钢筋混凝土构件不得有蜂窝麻面。8.5钢筋保护层厚度:底板4恤，井壁及井盖板35皿。8.6砖砌井壁砌筑时砂浆应饱满，钢筋混凝土井壁及底板挠筑时，必须振捣密实，并应一次挠好不设施工缝。踏步应按图预先埋设牢固，防止浇筑混凝土时松动。8.7混凝土应注意养护避免出现干缩裂缝，养护不得少于14天，强度呈70%时方可拆模，拆模时防水混凝土表面温度与环境气温差不得超过15'C。8.8在孔洞、套管处的钢筋应尽量绕过，如必须截断时，应将截断的钢筋加弯，并套在孔桐、套管处的加强筋上。8.9本图集未考虑预制井盖板币环，在施工过程中，由施工单位自行解决。9本图集标注尺寸均以毫米计。说明审核|张顺强|如吨叫校对|赵整杜|到零三刷设计|任雅玲图集号例如咿|页At-唱Ei­m-3口气U一A再A­AUF标准资料网WWW.PV265.COMON2ON2X[><JON1ON1[><J~才[><JON1ON1XXON2ON2圆形井闸阀组合选用表圆形井闸阀组合选用表10015020025030010015020025075(80)140075(80)140010014001400100140014001501400140014001501800180018002001800180018002001800180018002501800180018001800250200020002000200030018001800200020002000圆形井闸阀组合节点图图集号04S531-4审核张顺强卡俨校对赵整杜立盈设计任雅玲!利导份页4标准资料网WWW.PV265.COMDN2DN2Xl><JON1ON1l><Jl><JON1ON1XXDN2ON2矩形井闸阀组合选用表矩形井闸阀组合选用表方井\DN~75(80)100150200250300350100150200250300350DN175(80)140075(80)14001001400140010014001400150140014001400150180018001800200180018001800200180018001800250180018001800180025020002000200020003001800180020002000200030024002400240024002400350200020002200220022002200350280028002800280028002800矩形井闸阀组合节点图图集号04S531-4审核张顺强炉、也俨校对赵整社茸茎比设计任雅玲!在叶导你页5标准资料网WWW.PV265.COM成品混凝土管插入现挠混凝土中10恤集水坑土飞草k气胆↓2-2剖面图8=g中星井盖板(见胁要=R防水套管铸铁踏步SV。由的i=O.02L::E主盘军圆形砖砌给水阀门井主要只寸表E言直阀径门支墩门尺下砖寸覆土深度顶DNφhhaxblIm75(8012001200300120X2401450~300010012001500300120X2401700~300015012001500300120X2401650~300020014001800300120X2401900~300025014001800300240X2401850~300030016002000300240X3702000~300035018002000400240X3701850~300040018002500400240X3702300~300045020002500400240X4902250~300050020003000400240X4902700~300024啡11001:2防水水泥砂浆抹面厚2恤C30掘凝土3:7灰土土垫层集水坑1」扫←研佯...<::2,OON-oom」oon飞J、也陆/1集水坑L一-R+1-1剖面图240说明:本图按井下操作立式阀门尺寸要求设计，给水阀门井可作为地下式消火栓井。-E加~c'o图集号I04S531-4圆形砖砌给水阅门井(井下操作)DN运5002~6页如吟设计|任雅玲审核|张顺强|如叶阶叮校对|赵整社平面图标准资料网WWW.PV265.COM圆形砖砌给水阀门井主要尺寸表>.=口座一中又一:兰EE--tF1··E及司兰皿一·1扑万户i=O.02呈一，直阀径门阔•井室深口收口管井底底到高支阀墩门下尺砖寸覆目土深顶度内径高度层数HnDNφHyhaxbh75(80100012001903300120X2401200---3000100100015001903300120X2401500---3000150120015003105300120X2401550---3000200140018004407300120X2401950---3000250140018004407300240X2401900---3000300160020005609300240X3702150---30003501800200069011400240X3702150---30004001800250069011400240X3702600---30004502000250081013400240X4902650---30005002000290081013400240X4903000说明:1.本图按地面操作立式阀门尺寸要求设计。2.给水间门井可作为地下式消火栓井。3.2-2剖面见本图集第6页。::E!1:2防水水泥砂浆抹面厚20皿ζ30混凝土3:7灰土土垫层z<=>...c::集水坑防水套管aGON-00的川呻嘻-~言1100.γra:马L:77三77?马二dJ(γFi二牙:才1ll"μι.J人;L七飞J..仁:J二;.〈二:1υγJ〉飞\、沾!(在:在&L科陪;\f三汀:7:习!:1:iUi集水坑240铸铁踏步支墩1-1剖面图中2,。由的军」-€如04S531-4图集号圆形砖砌给水阀门井(地面操作)DNζ5007页设计|任雅玲如p吨价"'1校对|赵整社审核|张顺强2~平面图标准资料网WWW.PV265.COM图集号I04S531-4L土垫层井盖及井盖支座均坠4i=O.02ASOc":lv言240。由的铸铁踏步4⑥是.-87霆a支墩幽….,一-1---1+---去币1~~h3~I，...c:CED飞gi.1.·II··.·jj··."I'j.j'...,CgD~集水坑言「本际20琛01卜B问豆200俨-1001-1剖面图」合成高分子防水涂膜防水层←C30混凝土问15泪凝土←3:7灰土2.给水间门井可作为地下式消火栓井。矩形钢筋混凝土给水阀门井(井下操作)川运200021。」平面图"2-2剖面图集水坑IV):':.-11111/)J少?γ/~才|A;m忆二L成品混凝土管插入二A飞起j阳叫J200f、C15混凝土3:7灰土土垫层(§7耳弓曰到自己N1(§」唾骂=且-7、gC<I=200-且0B100。审核|张顺强|如吨价-?I校对|赵整杜设计|薛中兴I-{:t叫树|页8标准资料网WWW.PV265.COM矩形钢筋混凝土给水阀门井主要尺寸表矩形钢筋混凝土给水阀门井主要尺寸表直阀径门井型井室深井管底底到高支墩门下尺砖寸覆土深顶度直间径门井型井室深井管底底到高支墩门下尺砖寸管覆土深顶度AXB出1AXBhDNhaxbf恤DNhaxb}恤75(801200X12001200300120X2401450""""30006002200X22003000400370X6202600""""30001001200X12001500300120X2401700""""30007002400X24003000400370X7402500""""30001501200X12001500300120X2401650""""30008002400X24003000400370X8602400""""3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Q2-720022730m14273083.30326.431.414①3130告18313046.26025.04丛(4之])50""190Qφ101254834.06⑦500金1650016O.79012.64500金12500160.4447.10①2530金162530160143.99755.96①3130金163130160264.945128.57②3330m12333015093.13528.22JQ1-8200②3130金22313089.32774.62③150""1610合161601623.321.894③④JO圳一-1.614150""2300企141602437.48JQ1-1O200m121502023.59④500金20500161.23519.76⑤253合22253047.53930.163130m123130200182.77950.02⑥3330金18333046.66026.64JQ2-8200②3130金18313086.26050.08⑦500金1650016O.79012.641.894①25303150""2300金122002440.76企122530200102.24722.47①500m14500160.6059.68②3330金12333020062.95717.74①2530金162530160133.99751.96①150""1610m122001211.52②3130m12313015092.77925.01贝2-10200①150""2410金122001212.941.614JQ1-9200①150""1610合161601623.321.510⑤2530金18253045.06020.24④150""2410合121502021.81⑥3330企18333046.66026.64⑤2530m22253047.53930.16⑦500金1650016O.79012.64钢筋混凝土井井盖板材料表(二)图集号048531-4审核张顺强\Jr"-7.y<A校对赵整杜立盔设计任雅玲!科#份页16标准资料网WWW.PV265.COM钢筋混凝土井盖板材料表钢筋混凝土井盖板材料表盖板厚钢筋混凝土盖板厚钢筋混凝土型号度编号形状规格长度间距根数单根重总重体积型号度编写形状规格长度间距根数单根重总重体积mmmmmmkgm3mm皿皿皿皿m3①2730金162730150164.31369.01①150~1810合122001210.81②3530金143530160104.27142.71④150~291O金122001216.67①150~1810金161502032.48JQ2-12200⑤2730金18273045.46021.842.030JQl-11200①150~261O金141601227.541.862⑥38304118383047.66030.64⑤2730金22273046.74326.97⑦500合1650016O.79012.64⑥3530金20353048.71934.88①2730金182730150195.460103.74⑦5004118500161.00016.00②4030金144030160104.87648.76①2730金12200112.42426.66①150~181O合181502032.48②3530411220073.13521.95JQl-13200①150~3110金141601632.382.142①150~181O金122001210.81⑤273041252730410.51142.04JQ2-11200④150~261O金122001215.071.862⑥4030合20403049.95439.82⑤27304118273045.46021.84⑦500金18500161.00016.00①3530金18353047.06028.24①273041122730200142.42433.94⑦500金1650016O.79012.64②4030金12403020073.57925.05①273041182730150185.46098.28①150~1810金122001210.81②3830金143830160104.63446.34JQ2-13200①150~311041122001217.742.142JQl-12200①150~181O金181502032.48⑤27304118273045.46021.84④150~2910①4030金141601630.442.030金18403048.06032.24⑤2730告252730410.51142.04⑦500合1650016O.79012.64⑤3830金20383049.46037.84⑦500金18500161.00016.00JQ2-12①2730金122730200132.42431.51200②3830企12383020073.57925.05钢筋混凝土井井盖板材料表(三)图集号04S531-4审核张顺强炉、古俨校对赵整社Ok设计任雅玲!科导价页17标准资料网WWW.PV265.COM钢筋混凝土给水阀门井钢筋表钢筋混凝土给水阀门井钢筋表井室井井室配筋井室非川川非川扑室配筋图号型编号形状规格长度间距根数单根重总重图号型编号形状规格长度间距根数单根重总重IDID皿IDIDIDIDkg①言r15301φ102255125141.39119.4700∞-⑤言I1930I金122330200402.06982.76②言r15301φ102255125141.39119.47048531-4-8"'9⑥言I1930I金122330200402.06982.7682①~1530~φ101655125141.02114.29(车行道)x①~1925吨φ102050125641.26580.96048531-4-8"'9gu④~1530、φ101655125③~1925吨(车行道)141.02114.29,.....φ102050125561.26570.84xgE⑤言r15301①言r19301(人行道)φ1020551251.268φ102655125171.63827.85⑥言r15301②言r19301中1020551251.268中102655125171.63827.85⑦F『φ1012552①~1930~φ102055125171.26821.56OSH①P『φ1012544①~1930吨φ102055125171.26821.56048531-4-8"'9①言r17301φ102455125151.51522.73x⑤言r19301φ102455125641.51596.96(人行道)。。由-②军r17301φ102455125151.51522.73①~r19301φ102455125641.51596.96048531-4-8"'9cs①~1730~φ101855125151.14517.18⑦~1925~φ102050125641.26580.96①...1730~③~1925~(车行道),.....φ101855125151.14517.18φ102050125561.26570.84x(人行道)002⑤言r17301φ102255125641.39189.02①言I2130I金122730180132.42431.51③言r17301②言I2130I中102255125641.39189.02C.I!122130180132.42431.51⑦...1925吨φ102050125561.26570.84gs①2130金122130160151.89128.37③...1925~φ102050125481.26560.72048531-4-8"'9①2130金122530160151.89128.37x(车行道)002①言r19301今102655125171.63827.85。。∞-①言I2130I金122530140762.247170.77②言r19301⑥言I2130I048531-4-8"'9φ102655125171.63827.85金122530140762.247170.77(车行道)x①1930⑦2625Dou-金121930200111.71418.85金122625180522.331121.21①1930告121930200111.71418.85③~2625~φ102750125601.697101.82矩形钢筋混凝土给水阀门井钢筋表(一)图集号045531-4审核张顺强机W校对赵整杜立盔设计任雅玲!材价页18标准资料网WWW.PV265.COM钢筋混凝土给水阀门井钢筋表钢筋混凝土给水阀门井钢筋表井室井井室配筋井室非川齐补室配筋图号型编号形状规格长度间距根数单根重总重图号型编专形状规格长度间距根数单根重总重lDlDlDlDkglDlD皿kg①言r21301φ102855125191.76233.48COON⑤言r23301φ1028551251.762②言r21301φ102855125191.76233.48048531-4-8"-'9⑥言r23301φ1028551251.762①~2130、(人行道)x⑦ogHφ102255125191.39126.43OOON俨·、φ1012576048531-4-8"-'9①~2130~φ102255125191.39126.43③φ1012568X~~(人行道)02-⑤言r21301φ102655125841.638137.59①言I2530I金143255160173.93966.96⑥言r21301②言I2530Iφ102655125841.638137.59金143255160173.93966.96⑦~2625吨中102750125721.697122.18CONN③25304?142530150183.06155.10③~2625~φ102750125641.697108.61045531-4-8"-'9④2530金142530150183.06155.10①言I2330I(车行道)X⑤言I2530I金122930150172.60244.23CONN金162930160804.629370.32②言I2330I金122930150172.60244.23⑥言I2530I金162930160804.629370.3288①2330金142330160162.81945.10⑦3010金143010160643.642233.09045531-4-8"-'9④2330金142330160162.81945.10③~3010,φ103010125761.934146.98(车行道)XogN⑤言I2330I也1427301403.303①言r25301φ103255125222.00844.18①言I2330I②言r25301金1427301403.303φ103255125222.00844.18⑦金1215064gNN③~2530吨φ102655125221.63836.04③<\>1012568045531-4-8"-'9④e2530,φ102655125221.63836.04P『x(人行道)OOON①言r23301φ103055125201.88537.70OONN⑤言r25301φ1030551251001.885188.50②言r23301⑥言r25301188.50045531-4-8"-'9φ103055125201.88537.70φ1030551251001.885(人行道)x①~2330,⑦~3125,COONφ102455125201.51530.30φ103250125842.005168.42①e2330、φ102455125201.51530.30③~3125~φ103250125762.005152.38矩形钢筋混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