[毕业设计]钢结构厂房施工组织设计

钢结构厂房施工组织设计某施工单位2008年02月21日目录A1A0A2A4A33A1A5A2A7A6A8A9A10A115A1A12A2A14A8A13A15A16A17A18A19A208A1A21A2A23A22A8A915A1A24A2A7A6A8A9A14A8A25A26A27A14A8A28A29A30A1416A1A31A2A8A9A32A33A34A35A27A8A9A36A11A37A38A30A1447A1A39A2A8A40A42A19A41A37A38A30A1450A1A43A2A45A44A37A46A16A47A48A14A8543第一章概况11编制依据111某市浦镇车辆厂铝合金车体及总装厂房工程施工招标文件、设计图纸、工程量清单；112现行建安工程施工及验收规范、工程质量检验评定标准；113现场调查资料；114相关工程施工经验。12工程概况本工程为某市浦镇车辆厂城市轨道交通车辆国产化项目铝合金车体及总装厂房，总建筑面积1075768MA49（其中包括淋雨试验棚91476MA49）。占地面积为11800MA49以上。厂房位于江苏省南京市浦口区顶山镇龙虎巷5号浦厂主厂区内。该厂房长228M，钢结构中间设置两道G1292G13565G13553，1G6G9712G6G7621为G989G17842G1734057M（18MG1424MG1415M）G1512G6G9739G6G7621为两G17842G1734042M（18MG1424M）G15G7621间G173296M，G7621顶标G20652145M，其车体厂房G18331G11004G3837G12395G18331G1821、G6502G8680。G989G2500行G2526，其中10G87两G2500，5G87G980G2500；总装厂房行G2526G989G2500，其中20G87两G2500，5G87G980G2500，淋雨试验棚G980G25005G87行G2526。厂房结构G3423G5347为G4466G14157G5347G19388G5347钢G7562，钢G7460G18331G1100416G48G81、G52235G16G36G41，G20652G5390G5242G15758G7655G18331G11004G43G16G55G16G37（109G13435）G6227G2399G3423G20652G5390G5242G15758G7655。G4639面、G3693体G8317G7477G3355G18331G11004G38G3423钢G8317G7477，12M以G991G18331G11004G4850G9163合G11734G8986G11744筑G12908G3315G12366G5527G11754，12M以上G18331G11004G3809合G5437G7507G3272G6264。G3534G11796G18331G11004G6183G1849钢G12575G9163G1969G3315G20056制G7053G7741。13主G16213G6228G7427规范、规程（1）G457地G3534G994G3534G11796工程施工及验收规范G458（2）G457G9163G1969G3315结构工程施工及验收规范G458（3）G457建筑装G20292工程施工及验收规范G458（4）G457钢结构工程施工及验收规范G458（5）G457建筑G7741G3534规范G458（6）G457G4639面工程G6228G7427规范G458（7）G457建筑工程质量检验评定标准G458（8）G457钢结构工程质量评定标准G458（9）G457G18331G7274及G2367G10995工程施工及验收规范G4584（10）G457建筑G11017G8680安装工程质量检验评定标准G458（11）G457G19388G5347G2030G7562G17743G3423房G4639钢结构G6228G7427规程G458（12）G457建筑结构G9950G6521规程G45814施工G7477件该厂房工程位于某市浦镇车辆厂主厂区内，G3324G13781厂房上G6298G7099建G7044，两G1403G3355G7389厂房。施工区G3507G8616G17751G10433G12376，G5529G20047G2164G5390现场施工工G5219G11352合G10714安G6502，G6365G8981G8712G1328G1006G11352G7053G5347G13464G13467施工。现场G6298G17813G5191G6984G5062G4448G6116，施工G11004G8712、G11004G11017G5062G6521通，G1867G3803G1114G5332工G7477件。15工程特点（1）本工程涉及到G3315建、钢结构、G8712、G11017、G7274、动力管道安装等专G1006，工程交叉重叠施工G1328G1006多。（2）G7741G3534G11796数量大，工期短，G20056制、G6183G7741是本工程工期G11352控制关键，G5332工伊始G5529G20047予以重视。（3）钢结构构件制G1328标准G20652、G16213求严，投G1849设G3803多，应G3324工厂内制G1328，增G2164运输工G1328量。（4）施工现场G994原G7389建筑物、厂房G17751近，施工时需做好周G3272建筑物、G11017线、G11017缆等G11352安全防G6264工G1328。（5）本工程G3324某市浦镇车厂辆主厂区内G6298G7099建G7044，场地G10433小，施工干扰大，故G3324施工时G16213G2164G5390对职工G11352安全教育，做好现场文明施工和防火工G1328。5第二章主要工程数量根据G1006主提供G11352工程数量清单，G6984G10714汇总主G16213工程数量如G991G5219号工程项目单位数量G3803注G980G3315建1G20056制G3840钢G12575G9163G1969G3315G7053G7741MA502G6183G7741MA503G3820钢G12575G9163G1969G3315G6227G2500MA504G3820钢G12575G9163G1969G3315梁MA505地面MA516G3820钢G12575G9163G1969G3315地沟MA507G20056埋铁件G878G20056埋G15758G7655G87二钢结构及G3272G62641钢G7621G872钢G4639面梁G873钢G2526车梁G874钢G3837G12395G7562G875钢支G7562G876钢G8317G7477G877G5437G7507G4639面MA518G5437G7507G3693体MA516G5219号工程项目单位数量G3803注9G5437G7507G3837沟MA5210G5437G7507G19388MA5211铝合金G12395MA52G989G11017力照明安装1低G2399G5332关柜G25002动力配G11017柜G25003照明配G11017柜G25004非标箱G25005负荷G5332关个6梯形桥G7562M7G11017缆敷设M8钢管M9铜母线M10G11017线M11G11017缆M12滑触线M13工厂灯套14低G2399照明灯个四给G6502G87121镀锌钢管M2消火G7655套73管道支G7562G874阀G19388个G5219号工程项目单位数量G3803注5G8712表G134646铸铁管M五动力管道1无G13553钢管M2G9950G6521钢管M3阀G19388个4G2399力表块5油G8712分离器个六G18331G72741散热器G134642镀锌钢管M3疏G8712器G13464G6116G134644过滤器个5管道支G7562G878第三章施工组织及进度安排31施工G13464G13467机构框图及主G16213施工管G10714人员表311施工G13464G13467机构框图312主G16213施工管G10714人员表拟G3324本工程投G1849G11352主G16213管G10714人员表（姓名、主G16213资历及G6227担过G11352项目另见招标文件）G5219号拟任职务姓名职称主G16213资历及G6227担过G11352项目1项目经G10714经济师2项目副经G10714G20652G13435工程师3项目总工G20652G13435工程师4工程G6228G7427部部长工程师5G3315建工程师工程师6结构工程师G20652G13435工程师7G9950G6521工程师G20652G13435工程师8G11017G8680工程师助G10714工程师9G7274通工程师助G10714工程师10物资设G3803部部长工程师11安全质量部部长工程师12安全工程师助G10714工程师13计划G17142务部部长经济师14工程试验G4472主任工程师15G13520合G2162G1856G4472主任经济师932施工G19443G1249部G13638及任务划分项目经G10714部拟设G3324浦镇车辆厂厂区内，经G10714部负G17143G6365项目G8873管G10714G13464G13467施工，G5194建G12447工程G2031G1260、G17839G5242控制、安全G10995产等G17143G7447G2045相结合G11352管G10714机制。根据本工程特点，拟设3个项目G19443，G19443G1249G5079置及任务划分为G726G3315建项目G19443G726负G17143G7741G3534、G9163G1969G3315及G11744筑工程等项目G11352施工。钢构项目G19443G726负G17143钢构件G11352制G1328、安装，以及G4639面、G3693体、G19388G12395等项目G11352制G1328、安装工G1328。G8712G11017项目G19443G726负G17143G11017力、给G6502G8712、G18331G7274及动力管道等G11352安装工G1328。33主G16213施工机G1867及G2183动力配G3803331主G16213施工机G1867配G3803表G5219号设G3803名称数量规G7696G3423号G1998厂G7097期G3803注G980制G17908G2164工设G38031G11464G7477火G9988G2011G2118机2G43钢G13464G12447机3龙G19388G9950机4G13776G13548G11711G8503机5G12483G3848G2011G2118机6G11911G5371G8680G20447G5332G3381口机8G6252G5379机9G2110G7507机10G6683G14230G1908711G12447G1908712G11925力G190871013交G8981G9950机14G11801G6984G8981G9950机15G8680体G1457G6264G9950机16G1235G3423G2011G2118机17G2334G14270动G2011G2118机18G12366G8680G2399G13565机19车G521420G10287G3848G2044G521421等离G4388G8680G2118机22G14270动G17840G13430G3818G11017G9950G7477G9900干机23行车24行车25数控G3364标G19087G521426G2399力机27G19127G17805机28包G17805机29钢G7507G10938G6116G3423机30G38G3423G8317G7477G6116G3423机31G2955G6255G1036机32G5332G2379机二G17227重运输设G38031133G8785车G17227重机34G8785车G17227重机35G8785车G17227重机36G4665G5114G252637G14270G2380G8785车G989G3534G11796施工设G380338G6183G7741机39G6183G7741机40G6617G6304机41G6617G6304机42钢G12575G2011G7041机43钢G12575对G9950机44钢G12575调G11464机45G6566G1849G5347G6403G6455器46G5191G7507G5347G6403G6455器47G8785G384348G15533G5347G6183G384349G8712G8905四安装设G380350G11017动套G1009机51G11734G17730G2011G2118机52G11017G9950机12五检、G8991、试设G380353G8712准G121454经G13440G121455G9620G1821经G13440G121456G987G14033G7460料试验机57G2399力机58G8712G2399试验G8905六其G4439设G380359装G17745机60G6378G6508机61G2399G17347机62G11964G1821机63机动G13775G7019车64G10995产G6363G6393车332主G16213G2183动力配G3803表根据本工程特点，拟G3324施工时配G3803G2183动力如G991表，G5194G3324施工过程中及时予以调G6984，G11842G1457工期G17839G5242需G16213。G5219号工G12193人数G5219号工G12193人数1G6183G7741机G2508机9G11017工2G17227重工10管道工3G9163G1969G3315工11油G9434工4G10938工12机G19079工135钢G12575工13G2508机6G7562G4388工14G8991量工7G11017G9950工15试验工8G19063金工1634工程总体G17839G5242安G6502341施工G17839G5242G12586划G5332工G2081G13464G13467现场管G10714、G6228G7427人员G17839场，G17839行G6657建G1032设，现场G5079置、G6228G7427准G3803等工G1328。G6521到G5332工通G11705G2530，G12447G2375G13464G13467施工人员、设G3803，G17839场G4649G5332施工。G5332工G2530，现场G12447G2375投G1849G20056制G7741工G1328，G994G8504G2528时钢结构件G11352G2164工制G1328G3324厂内G4649G5332，G19555G6183G7741G11352G17839G4649，G6227G2500G8987注及时G17331G17839，到10G738815G7097G1867G3803钢结构G17839场安装G7477件，G11842G1457钢结构安装G6365期G5332工；钢构安装G5332始G2530G6247G13051G7741G3534收G4626，清G1998场地为G2530G13505构件G17839场做好准G3803。G8504G19466G8585重点G6247G1315钢结构G11352安装工G1328，G3324钢结构G11352安装G17839行过程中，G3272G6264G13007G13491安装G19555G2530G17331上，其间G12371G6566G8712、G11017G7274及动力管道G11352敷设。主体G4448工G2530，着手地坪施工、调G6984、检查等工G1328，为竣工交验做好各项准G3803。342G17839G5242安G6502原则及主G16213控制工期G726G17839G5242安G6502G11352总体原则是G726突G1998重点，合G10714安G6502，精G5527G13464G13467，G7389G5219施工。主G16213控制工期G726G7741G3534工程G726钢结构制安G726G3272G6264G13007G13491制安G726各主G16213工程项目G5332、竣工G7097期见G991表G726各主G16213工程项目G5332、竣工G7097期安G6502表G5219号工程项目名称G5332工G7097期竣工G7097期G3803注1G5332工2G8991量放线3G1032时设施建设4G7741G3534工程145G6227G2500G8987注6钢结构制G13287钢结构主体安装8暗埋管线及地坪9G3272G6264G13007G13491安装10G19388G12395安装11给G6502G8712G18331G7274及动力管道安装12G11017力G13007G13491安装13调试14竣工交验15第四章临时工程41安G6502原则施工G1032时设施G11352安G6502本着节约、G5529需、便于施工G11352原则G17839行。由于受现场G7477件G11352限制，G3324厂房建设范G3272内仅G6657设G10995产设施及部分现场G2162G1856设施，G10995活设施拟G3818租。42现场协调根据G3315建施工和钢结构安装施工顺G5219，先行安G6502G20056制场地、G8712泥库、钢G12575棚、G6617G6304站等施工及G5529G16213G11352G2162G1856设施。G3324G3315建工程G3534本结束G2530原G3315建设施改G1328钢结构G1032时堆放、料库、G2164工棚等，G5194G3324G6657设时注意不G16213影响G7741G3534、G6227G2500等项目G11352施工。43G1032时G8712G11017及通讯施工G11004G11017由G1006主G6363定点引G1849，设总配G11017箱G980个，G5194G3324现场形G6116供G11017网，各G11004G11017点设分配G11017箱就近供G11017。施工G11004G8712由G1006主G6363定点引G1849，以管网G11352形G5347分别提供施工、G10995活G11004G8712。为G7053便于G1006主、设计、监G10714和本部联G13007，及时汇报、请示施工中G11352问题，G3324经G10714部装设程控G11017话G980部。16第五章主要工程施工方案和施工技术措施51施工准G3803施工准G3803是迅速形G6116施工G14033力，掀G17227施工G20652潮G11352关键，为G8504我单位十分重视，G3324投标G19466G8585就对本工程G17839行G1114G17751认真细致G11352调查和详细G11352阅读文件、研究G7053案、制定措施。G3324投标书中G11352施工G19443G1249和机械设G3803G5062经落G4466，G5194G17839行G1114G5529G16213G11352准G3803。若我单位G7389幸中标，G6521到中标通G11705G2530将G12447G2375行动，调集G19443G1249，G5332G4649现场G11352各项施工准G3803工G1328，G332415G7097内编制G1998各工程项目G11352详细G11352G4466施性施工G13464G13467设计报请监G10714工程师审批。511图纸会审由单位总工主持，召集相关专G1006G11352G6228G7427人员和制G1328安装、施工经验G8616G17751丰富G11352G6228师、领工员，依据G7389关规范，对图纸各部尺寸、规G7696、G3423号、相互关G13007等G17839行校核、分解、放大样，发现问题及时收集汇总，书面报请监G10714、设计和G1006主单位给予解决，G5194形G6116图纸会审纪G16213。512G8991量放线根据G1006主提供G11352G3534线座标和G8712准点，G11004精密G1214器G17839行联G8991G3809核，G11842认无误G2530G17839行轴、G7621十字线控制定位G8991量，G5194埋设固定G7741橛，G11842G1457定位准G11842。对G7741G3534、G6227G2500、G11754G11744体、钢G12447G7621安装和各G12193孔洞等工程施工时，G3355严G7696G6365照设计尺寸和规范G16213求G17839行轴线、G8712G5191G8991量，以G1457证各部位G11352定位准G11842、标G20652无误、尺寸G8503G11842。513编制质量计划或G4466施性施工G13464G13467设计G3324项目经G10714G13464G13467G991，G6365照ISO9002标准，依据我单位质量管G10714程G5219文件G16213求，编制项目质量计划和G4466施性施工G13464G13467设计，明G11842各部G19388、各岗位G11352工G1328标准和各分项分部工程所G16213达到G11352质量目标，使质量工G1328G3324各个工G5219、各个环节得到G1867体量化，使各专G1006现场施工做到G13491G980安G6502、G13491G980规划、互相配合、协调G5332G4649。G11842定该项目中G11352特殊/关键工G5219，G5194为G8504分别编制G1328G1006G6363导书或工艺卡，G11004以G6363导和控制现场施工。514修建G1032时设施我们将本着节约、G5529G20047G11352原则，G6365照总体施工G5079G13638，15G3837内G4448G6116现场规划、场地G5191G6984和G10995产、G10995活设施，G6521通G8712、G11017，G8987注G7741G3534G20056制场，做好G980G2011G1032时设施。515机G1867、G7460料供应G6365照施工顺G5219，做好机械设G3803和G7460料供应工G1328，5G7097内G3315建工程所G11004机械设G3803G5529G20047G17839场，G5194做好各G12193G7460料G11352G17839场准G3803工G1328，G4448G6116地G7460检验和G7741G3534砼试配、模G7507设计，为G3315建工程G11352早G7097施工做好G980G2011准G3803。516岗G2081培训对拟参G2164本工程施工G11352G6228G7427人员、管G10714人员和G6228G7427工人G17839行G6228G7427交底，G13464G13467学习招标文件、G6228G7427规范和G7389关规定，明G11842各G14270职G17143，掌握G7389关标准和G7053G8873，17G14270觉以各G14270G11352工G1328质量G7481G1457证工程质量。52G3315建工程施工521G7741G3534G11796本工程G3534G11796为钢G12575砼G6717G6842G7053G7741，总数为511根，长G5242G73894G12193，分别为G7263365M、3345M、3315M、3295M，G7041面尺寸G73893G12193，分别为G726350G104350MM、400G104400MM、450G104450MM（G1867体详见配G7741表），G7741底标G20652G3355为356M，单G7741G6227G17745力分别为G726G36轴G726G53G78G321200G46G49（450G104450MM）；G37轴G726G53G78G321100G46G49（400G104400MM）；G38轴G726G53G78G32900G46G49（350G104350MM）；砼G5390G5242等G13435G3355为G3840，G7741G5529G20047G6183G1849G312G16G315G4630G12893质G12908G3315G4630内，G1000大于15M。G6183G1849钢G12575砼G20056制G7053G7741配G7741表G5219号G8190G6142面尺寸长G5242（M）根数（根）G12544G980节长（M）（G7389G7741G4586）G12544二节长（M）001450G1044503345112181635002450G104450329555181585003400G1044003345112181635004400G104400329555181585005350G1043503345156181635006350G104350336518181645007350G10435033153181595合计511注G726表中G8611根G7741G5062G2164长40G71。（1）主G16213施工工艺G8981程G726G20056制场G5191G6984G2399G4466G252G279G8987注制G7741G2500座G252G279制G7741G252G279G6984个厂房场地G5191G6984G252G279G8991量放样定G7741位G252G279检验G20056制G7741G252G279G6183试验G7741（3根）G252G279G6183G7741G252G279检验（2）钢G12575砼G20056制G7741制G1328G726工艺G8981程G726G2500座清G10714G252G279定轴线G252G279钢G12575G13477G6178G252G279G12447模、安放G20056埋件G252G279检验G252G279砼G8987注G252G279G1871G10995G252G279G12239位。G311钢G12575砼G7741G3324现场G20056制，G20056制G2081，先将场地G17839行G5191G6984G2399G4466，G2399G4466密G5242G332495G8以上，G1457证G7389G17287G3827G11352G6227G17745力和消G19512不G3355G2260G8797G19531。18G312G20056制钢模G18331G11004G14270G5061G2164工G11352G6116G3423钢模，G1457证G5191G6984G5242、G11464线G5242、G7041面尺寸及密G4565性。G313主G12575G11352G17842G6521G18331G11004对G9950，对G9950G6521G3848G6142面G17329离大于35G71（主G12575）G5194不小于500MM。G314根据现场G5785况，G18331G11004叠G8987G8873施工。G2500座为G3810砼，G5194G1867G7389G17287G3827G11352G5390G5242、G5191G6984G5242和G1821G8917G5242，以G1457证G7053G7741质量。底模和G18063G7741G18331G11004G8825G19750油G8629G19560离，上G4630G7741或G18063G7741G11352G8987注，G5529G20047G3324先G8987注G7741G11352砼达到设计G5390G5242G1135230G8以上时，G7053G2499G17839行，G7741G11352重叠G4630数为3G4630。G315砼G8987筑G2081，G20330先G16213检查钢G12575G13477G6178、模G7507G2499G19764G5242、G20056埋件安放G5785况。G8987筑时，G1186G7741顶G5332始，G2533G7741G4586G17842G13505G8987筑、G19675G6455，不得中G7041，G5194应防G8502另G980G12483G11734G8986积G13870过多，G1457证砼G11352G3355G2260。G316为G1457G19517、G12295G3961，对G2526运过程中G2499G14033G1998现G20056制G7741G6451G3363G5785况，G3324G20056制时G8611G12193G6142面尺寸G3355多G20056制1根，G11053做G3803G11004。G317G11874G11719G18331G110045G9740MMG11352G12902G5464。G318G3324G11842定G20056制G7741单节长G5242时，G16213G1817分G1457证，G18003G1825G7741G4586G6521近G11840持力G4630或G7741G4586G3800于G11840持力G4630中G6521G7741。G8611根G7741设G980个G6521G3848，G8611根G7741G20056制时G2164长40G71。（3）G20056制G7741G11352G17227G2526、运输G726工地配G7389两G2500G2526车，G20056制G7741G3324G2526装运输时，砼G5390G5242G5529G20047达到设计G5390G5242100G8，G7053G2499G17839行。装G2526时应G17993G5502G256G5942G17227、G17743放、G1457持G5191G12295、支G3455G2499G19764G257G11352原则。厂内G8712G5191运输时，G18331G11004G256G9858车G257G17728运，运输中G16213G1457证道G17347G5191G6984，运输速G5242控制G33242G78M/G75以G991，不G1813G16780G11004G11464G6521G6314G6301G7741体G7053G5347G1207G7379装车运输，G3324运输和G2526装过程中，G16213G7389G12295G3961G11352G1457G6264措施，G5194设置G2499G19764G11352G2526、支点，G1457证G7741G11352安全G17227G2526和运输。（4）G6183G7741施工G311工艺G8981程G726地场G5191G6984G252G279G8991量放样（定轴线和G7741位）G252G279G7741机就位G252G279G2526装、卡G7741G252G279G5506调对点G252G279G17155G1849G12544G980节G252G279G6521G7741G252G279G17155G1849G12544二节G252G279G17877G7741G14279设计标G20652G252G279检验G312G6183G7741G17347线G726拟安G6502两G2500G7741机，G980G2500G1186G36轴由G16211G2533G1008，另G980G2500G1186G37轴由G1008G2533G16211，G9994G2530G1186G38轴G1008G16211两G12483G2533中间施工。G313G6183试验G7741G726G2081G989根G7741为试验G7741，通过试验G7741，G11842定设G3803是G2554G12538合G16213求，G11842定G12538合性G11352G6183G7741工艺和G2474得G980G1135G5529G16213G11352施工参数。G314G8991量G726为G1457证G8991量精G5242和各G7741位G11352准G11842，G8851厂区周G3272G861150M设G980控制G7741位和G8712准点形G6116二G13435精G5242导线G5191面网G7696化控制。施工过程中，G8991量人员G13051G19555G7741机，及时施G8991。G315G6183G7741G7053G8873G18331G11004G17805G17876G17805G6183，G38G55G164G38和G38G55G166G6227G2500G7741，先G6183中间G7741，G2530对称G6183四周G7741，G6183G7741过程中，G7741G7562G16213G1457持G3414G11464，及时G11004经G13440G1214校G8503。G6183G7741时，G8611G2500G7741机配G11004G980G2500G2526车供G7741。G2045G11004G7741G7562G14270G17535G17227重设G3803和G2526车G980G17227G6238G7741G2526G17227，顺G11464G4896固G3324G7741G7562导G7621中，19G5506调对准G7741位中G5527，G13543G13543放G991G6566G1849G3315中，将G19192和G7741G5137G2399G3324G7741上，做好G5332G6183G2081G11352标尺G17227始G16772G5417（G7741G7562上设G7389标尺），G9994G2530全面检查G980G17953，准G3803就G13502G2530G5332始G6183G7741。G6183G7741时应G17227G19192G17743G2399或G17743G1999数G19192，G16278G4531G7741G17535、G7741G7562、G7741G19192是G2554G3414G11464G980致，G9994G2530G17728G1849G8503G5132施G6183。G5332始时，落G17329应小（小油G19388），G1849G3315G980定G9157G5242G12295定G2530，G1889G6365需求G11352落G17329G17839行施G6183。G6183G7741应G11004G17878合G7741G3848尺寸G11352G7741G5137和G5389性G15936G3455，以G13543和G6183G7741时G11352G1926G1999G5194使得G6183G7741应力分G5079G3355G2260，G5322长G6770G1999G11352持G13505时间以G2045G7741G11352G17155G1849和G1457G6264G7741G3848。G16213求G7741G3455G11004G7506G7420，G7741G5137G994G7741G6521触表面G20047G5191G6984，G994G7741G17535G3324G2528G980G11464线上，以G1825G6183G7741时产G10995G1571G7024。G17877G7741G18331G11004钢质G17877G7741器，G17743G6183G1849G3315。G3324G6183G7741过程中，G16213经G5132G16278G8991G7741G17535G7389无位G12239和G1554G7024现象，如发现问题及时纠G8503，G6183G7741过程中G16213G1328好G16772G5417。G6521近设计标G20652时，对G17155G1849G5242G16213G17839行仔细G16278G8991，G5194控制G19192G1999力G5242，G14279达到设计标G20652为G8502，G9994G2530抽G1998G17877G7741器及时回填。G316G6521G7741G726当G12544G980节G7741G991G8797G14279G7741顶离地面08G9715M时，G2375G2526上G12544二节G7741，对准G2530，校G8503G3414G11464G5242，G11004铁铲和钢G1009刷清G19512污垢，G6521G13553塞G4466，G9994G2530G11004两人对称G2528时G9950G6521，G9950G6521时四角G11004低G11911角钢，四面G11004低G11911钢G7507G17842G6521，G9950G7477G11004422。G9950G13553G16213G17842G13505饱满。（5）检验G311钢G12575砼G20056制G7741钢G12575骨G7562检验标准。见G991表。G5219号项目G1813G16780G1571差（MM）1主G12575间G1732952G7741G4586中G5527线103箍G12575间G17329204主G12575G17329G7741顶G17329离105G7741顶钢G12575网片106G8611节G7741锚固钢G12575长G5242107G8611节G7741锚固钢G12575位置58G8611节G7741G20056埋铁件3G312钢G12575砼G20056制G7741检验标准。见G991表。20G5219号项目G1813G16780G1571差（MM）1G8190G7041面G17805长52G7741顶对角线之差103G1457G6264G4630G524254G7741G17535G5379曲矢G206521G7741长，G1000205G7741G4586中G5527线106G7741顶G5191面对G7741中G5527线G11352G1554G70243另G726掉角不超过10MM，缺G6451总面积小于G7741表面积G1135205G8，G5194不得集中，收G13565产G10995G11352裂纹，G9157G5242小于20MM，宽G5242小于025MM，G8190G2533裂纹长G5242不得超过G7053G7741G17805长G11352G980G2334。G313G6183G1849G7741位置检验标准。见G991表。G5219号项目G1813G16780G1571差（MM）1G7741数为1G973根G7741G3534中G11352G77411002G7741数为4G975根G7741G3534中G11352G77411/3G17805长3G7741G6566G1849时G11352G3414G11464G524205G84G7741G5137G994G7741周G3272G11352间隙5G9710522G6227G2500及G6227G2500梁和G7477G3534施工G6227G2500及G6227G2500梁安G65026个为G980G13464G2528时施工，G5194提G2081埋设G4448地G991管线。工艺G8981程G726G3534坑G5332G6378G252G279G3534底G3800G10714G252G279G8991量定位G252G279G13477G6178钢G12575G252G279G12447G12544G980G4630G6227G2500模G7507G252G279G8987筑砼G252G279G12447G12544二G4630G6227G2500模G7507G252G279G8987筑砼G252G279分G4630回填G3843G4466，G5194做G6227G2500梁G3534底G3800G10714G252G279G12447G6227G2500梁及G12544G989G4630G6227G2500模G7507G252G279G8987筑砼G252G279G8991量定位G252G279G13477G6178墩G7621钢G12575G252G279G12447墩G7621模G7507G252G279G8987筑砼（G2528时放置G20056埋G15758G7655和20MM厚钢G7507）。（1）G6227G2500G3534坑G5332G6378及G3534底G3800G10714G311G3534坑G5332G6378G726G11004EX200G6378G6508机G17839行G5332G6378，G5332G6378时G9157G5242G20056G1105320CM，G5194派专人G6363G6393G11842G1457G7741体不被G6451G3363，G9994G2530G11004人工清G3534。21G312G3534底G3800G10714G726考虑地G991G8712位G17751G20652，地质G5785况G17751差，G3534坑G5332G6378G4448G2530，G2375请G1006主检验，G5194G11842定G3534底G3800G10714G7053案，G9994G2530根据G1006主G11842定G11352G7053案，G6365照相关施工规范G17839行G3800G10714。G3800G10714合G7696G2530，G8987注10CM厚G3810砼G3455G4630G14279G6227G2500底面标G20652。（2）G6227G2500砼施工G6227G2500砼施工G2081，G19512去G19192G1999破G3363面或多余部分G14279G7741顶设计标G20652，凿G19512G1292G1849G6227G2500锚固长G524240G71G7741G3848，G17839行G8991量放线，G11842定中G5527点和轴线，G9994G2530G13477G6178钢G12575，G12447G12544G980G