[毕业设计精品]宝丰市飞宇重工机械制造有限公司餐厅施工组织设计

A1A0A2A3A4A5A6A7A8A9A10A11A12A13A14A15A16A17A6A18A19A20A211A24A22A23A6A25A26目录一、编制依据2二、工程概况2三、施工布置3四、流水段划分3五、主要施工方法4（一）、钢筋工程4二、模板工程7（三）、混凝土工程10（四）、钢结构工程17五、防水工程41六、砌体工程43七、装修工程46八、安装工程施工方法和技术措施48九、试验方案55十、季节性施工措施56十一、施工技术保证措施57十二、施工总进度计划（见附页）63十三、施工现场平面布置图（见附页A2763A28A29A30A31A32A33A34A35A36A37A38A39A40A41A42A43A44A33A45A46A47A482A49A50A51A33A52A53宝丰市飞宇重工机械制造有限公司餐厅工程施工组织设计一、编制依据1、由许昌建筑设计有限公司设计的工程施工图纸。2、国家及河南省、宝丰市相关工程建设政策、法规。3、本单位类似工程的施工管理经验和技术装备状况。规范、标准、文件一览表（表一）名称编号或文号建筑地基基础工程质量验收规范GB502022002砌体工程质量验收规范GB502032002混凝土结构工程验收规范GB502042002屋面工程质量验收规范GB502072002地下防水工程质量验收规范GB502082002建筑地面工程施工质量验收规范GB502092002建筑装饰装修工程质量验收规范GB502102001钢结构工程施工及验收规范GB502052002建筑电气工程质量验收标准GB503032002建筑工程施工质量验收统一标准GB50302001木结构工程施工质量验收评定标准GB502062002建筑给排水及采暖工程施工质量验收规范GB502422002二、工程概况本工程位于宝丰市南1300M，杨庄镇小店村东北200米浙江电器产业园内，由飞宇重工机械制造有限公司投资兴建，由许昌建筑设计有限公司设计；由河南省奥派工程管理有限公司G11429理。南G19463建工G19610G3254施工G6227建。1、建筑概况本工程G20045G11458G1038浙江电器产业园G13856工G20196G2393，G5191面G5430状G6116G6252G13459G54304305G5242的G17728G16294。G5647建筑面G12227170913G899，G1038一G4630G7706G7562结构，G20196G2393屋G11434G1038钢结构和钢G12575G11792屋面，G6817G1328G19400G18108G2010G1038G13919G3423G7765钢G12575混凝土G8016G11434结构，G5647G20652G5242G103865M。G3818G3693装饰采G11004G9796G14406面G11754；内G3693G1038G1235G10955G9046G7021饰面；G3621钢G1209G10639G6524G6301G12395。G2367G10995G19400内G3693G17160G10955G11754，地面G17160防G9381地G11754。G3G32、结构概况本工程G1038G7706G7562结构，G1005类建筑，G4445G1852G12573G13435G1038G1120G13435，G6251G19675设防G9884G5242G1038G983A54A55A56A57A58A59A60A61A62A63A64A65A66A67A68A69A70A59A71A72A73A743A75A76A77A59A78A79G5242，G7706G7562的G6251G19675G12573G13435G1038G3247G13435。G3342地地基土G1038G1025G17731G3342地土，G3342地类G2047G1038G266类。基础采G11004钢G12575混凝土G7621下G10432G12447基础，G3837G9994地基。三、施工布置1、管理G11458标G72611质量G11458标G2524G7696工程12工G7411G11458标G2524G2528工G741190G383713G4445G1852G11458标G7472G13489重G3835G1272G1141G1119G6937G2469G10995，G17743G1272G17139G1272G10587G6523制G33240G1209内。2、G20045G11458管理机构G726G16825工程G1038宝丰市工程，技术G2559量G20652，质量G16213G8726G20652，G1038G20652G17907G1260质建G3921G8504工程，经公司G11752G12362G1927定，G6289G16855施工经验丰G4512，G12197技G5859G16794及质量G4445G1852G17143G1231G5527G5390、G2232G3871G4466G5190、G7393G2165G5589G5242G3921的工程及管理G1166员组G6116宝丰市飞宇重工机械制造有限公司G20196G2393G20045G11458经理G18108，G20045G11458主G16213管理G1166员G12573。G1852面履行G2524G2528，对工程进行施工组织指挥、管理协G16855和G11429督。G20045G11458经理G18108组织机构G7706G3G3G3G3G3G3G7562图见附表。G20045G11458G18108的具体组G6116如下G726姓名G13856G2165G2010管工G1328G20045G11458经理G17139G17143本工程G1852过程管理工G1328副经理G17139G17143本工程劳G2165组织、G2010配及管理工G1328技术G17139G17143G1166G17139G17143本工程的技术工G1328专G13856G4445G1852员G17139G17143本G20045G11458施工的G4445G1852管理工G1328专G13856质检员G17139G17143本工程质量检查和管理工G1328资G7021员G17139G17143本工程施工技术资G7021的整理工G1328材G7021员G17139G17143本工程材G7021的采购和管理工G1328预算员G17139G17143本工程预、G1927算取（送）样员G17139G17143本工程现G3342取样及送检工G13283、劳动力组织G726本着均衡施工、保证进G5242的原则，按照工程进G5242计划G2010G7411、G2010批组织劳动力进G3342。G3324劳动力G4445排上充G2010G2469挥我公司机械化G1260势，G12197学G2524理G4445排施工，主体施工阶段投入木工21G1166，泥工25G1166，钢G12575工15G1166，混凝土工16G1166，G4445装工10G1166，其它工种16G1166，G20652峰G7411将达到100G1166左右，确保工G7411顺利进行。四、流水段划分主体施工按变G5430缝（伸缩缝）G2010G6116G20196G2393与G6817G1328G19400G1120个施工段，G3324土建施工的G2528时，A80A81A82A83A84A85A86A87A88A89A90A91A92A93A94A95A96A85A97A98A99A1004A101A102A103A104A105A106钢结构制G1328与水电G4445装工程的各道工序穿插G1328业，G2524理配G2524，保证工程顺利进行。本工程按基础、主体结构、G4445装和装修G3247个阶段组织。五、主要施工方法（一）、钢G12575工程1、施工准备11钢G12575G726应有出厂G2524G7696证，无老锈及油污。进G3342后按规定取样G1328力学性能复试。12扎丝G726采G110042022号铁丝，铁丝切断长G5242G16213满足使G11004G16213G8726。13垫块G726G11004水泥砂浆制G611650MM见方，厚G5242G2528保护G4630，垫块内预埋2022号铁丝。2、作业条件21钢G12575进G3342后应检查是否有出厂G2524G7696证，并按施工G5191面图G1025指定位置，按规G7696堆放。放置前砌筑G11754垛，使钢G12575G7562起。22熟悉图纸，按设计G16213G8726检查已加工G3921的钢G12575规G7696、G5430状、数量是否正确。23做G3921由甲方设计G1144G5225000G6232G5191G7669G7692设置和G7693G6466设计图纸定位放G13459工G1328，G7669G7692放G13459的G19393G2524G11464G14279达到规范验收标准。3、操作工艺31绑扎柱子钢筋311G3883G7621G12641G12575G726按图纸G16213G8726G19400G17329，计算G3921G8611G7693G7621G12641G12575数量，G1820将G12641G12575G3883G3324下G4630伸出的钢G12575上，G9994后G12447G7621G4388钢G12575，G3324G6657G6521长G5242内，G13477G6199G993G4581于G22个，G13477G6199G16213G2533G7621G1025G5527。G3312G7621G4388主G12575采G11004G6657G6521G9950，G6521G3848位置相G1126G19181G5332，满足规范G16213G8726。313G3324G12447G3921的G12458G2533钢G12575上按设计G19400G17329G11004G12893G12520划出G12641G12575G19400G17329G13459。314G7621G12641G12575G13477扎G726G311按已划G3921的G12641G12575位置G13459，将已G3883G3921的G12641G12575G5460上G12239动，由上G5460下G13477扎，采G11004G13556G6199G13477扎。G3G312钢G12575与主G12575G16213G3414G11464，G12641G12575G17728G16294G3800与主G12575G1144G9869均G16213G13477扎，主G12575与G12641G12575G19762G17728G16294G18108G2010的相G1144G9869G6116G7769G14469G1144G19181G13477扎。G3G313G12641G12575的G5379G19069G2484G2524G3800应G8851G7621G4388G12458G12575G1144G19181G5079置，并G13477扎G10294G3278。G3按G6251G19675G16213G8726，G7621G12641G12575G12483G3848应G5379G61161350，G5191G11464G18108G2010长G5242G993小于10D（DG1038G12641G12575G11464G5464）。G7621G4388上下G1016G12483G12641G12575应加G4506，加G4506G2318长G5242及加G4506G2318内G12641G12575G19400G17329应G12538G2524设计图纸G16213G8726。设计G16213G8726G12641G12575设G6301G12575时，G6301G12575应G19069G1315G12641G12575。32梁筋绑扎321G3324G7765G5225G8181G7507上划出G12641G12575G19400G17329G13459。A107A108A109A110A111A112A113A114A115A116A117A118A119A120A121A122A123A112A124A125A126A1275A128A129A130A112A131A132322G1820穿2G7693主G7765上G18108G2475力G12575，穿G12641G12575并按已划G3921的G19400G17329G17892个G2010G5332，G17892G8505穿主G7765及G8437G7765下G18108G12575和G5379起钢G12575，G1889穿主G8437G7765G7562G12447G12575，G16855整G12641G12575G19400G17329达到设计G16213G8726。323G3324主、G8437G7765G2475力G12575下垫垫块，保证保护G4630厚G5242。主G12575G1038G2464G4630时，G2499G11004G11713钢G12575垫G3324G1016G4630钢G12575G1055G19400，钢G12575排G17329应G12538号设计G16213G8726。324G7765G12575的G17842G6521G726G7765G12575采G11004G19390G1821对G9950、单面G6657G6521G9950相结G2524的G17842G6521方G5347。G2475G6301G2318G3324G2528一G6142面内，钢G12575G6521G3848的数量G993G5483G17241过钢G12575G5647面G12227的25，G2475力G2318G993G5483G17241过50。G5415采G11004G9950G6521G17842G6521时，G2475G6301G2318G3324G2528一G6142面内的G6521G3848数量G993G5483G17241过50，G2475G2399G2318G993G2475限制。325G7706G7562G6521G9869G3800钢G12575穿插G2325G2010G12276G4506，应G10317G2047G8892G5859G7765G20042面主G12575G19400的G1940G17329G16213有30MM，G1209利于G8987筑混凝土。33板筋绑扎331G9177理G8181G7507上面的G7446G10301，G11004G12893G12520G3324G8181G7507上划出主G12575，G2010G5079G12575的G19400G17329。332按划G3921的G19400G17329G6682放G2475力主G12575，后放G2010G5079G12575。预埋件、电G13459管、预G11053G4392G12573及时配G2524G4445装。333G13477扎G7507G12575时一G14336G11004顺G6199或G1855G4395G6199，G19512G3818G3272G1016G7693G12575的相G1144G9869应G1852G18108G13477扎G3818，其G1325各G9869G2499G1144G19181G13477扎。G7507G1016G4630G12575G1055G19400G5529G20047加钢G12575G20544G1991，G1209确保上G18108钢G12575的位置。钢G12575G20544G1991采G110046钢G12575制G1328，G20652G5242G7693G6466G7507厚确定，G8611G5191方米G993G4581于一个。334G7507下G4630G12575垫块采G11004水泥砂浆垫块，G13449G8190G19400G17329G993G17241过1500MM，垫块厚G5242G2528保护G4630厚。335G7765G7507钢G12575G13477扎时应防G8502水电管G13459将钢G12575G6272起或G2399下。G5445G2721G7507的混凝土G8987筑厚G5242。34楼梯钢筋绑扎341G3324G8016G7811G5225G8181上划出主G12575和G2010G5079G12575的位置G13459。342G7693G6466设计图纸G1025主G12575、G2010G5079G12575的方G2533，G1820G13477扎G7765G12575，后G13477扎G7507G12575，G8611个G1144G9869均应G13477扎。G7507G12575G16213G19182G3278到G7765内。343G5225G7507G12575G13477G4448，G6915G17379G8505G2526G13477G8181G7507。4、质量标准41钢G12575的规G7696和质量G5529G20047满足设计G16213G8726和规范规定。42钢G12575加工应G1017G7696按照钢G12575G7021单进行，G993G5483G19555G5859G7368G6925下G7021单，G1209保证制G1328和G13477扎的一G14280性。G9950G6521G6521G3848G17329钢G12575G5379G6252G3800G993应小于钢G12575G11464G5464的10D，G1000G993G4464位于构件的G7380G3835G5379G11709G3800。43钢G12575加工的G5430状、G4622G4556、G19182G3278长G5242、G6521G3848位置G5529G20047G12538G2524设计G16213G8726。钢G12575的表面应G8917G1940无G6451G1272；油G9185、漆污和铁锈应G3324使G11004前G9177G19512G5190G1940。带有颗粒老绣的钢G12575禁G8502使G11004。A133A134A135A136A137A138A139A140A141A142A143A144A145A146A147A148A149A138A150A151A152A1536A154A155A156A138A157A15844G5379G19069的朝G2533应正确，G13477扎G6521G3848应G12538G2524规范规定，G6657G6521长G5242满足设计G16213G8726。45钢G12575G19400G17329、数量应G12538G2524设计G16213G8726。按G6251G19675G16213G8726，主G12641G12575G12483G3848应G5379G61161350，G5191G11464G18108G2010长G5242G993小于10D（DG1038G12641G12575G11464G5464）。46钢G12575的冷G6301G726通常只对65的钢G12575进行冷G6301。冷G6301过程G1025，钢G12575表面G993G5483有裂纹和局G18108缩颈。如现G3342钢G12575采G11004替代时，应满足混凝土结构设计规范G1025所规定的钢G12575G19400G17329，G19182G3278长G5242，G7380小钢G12575G11464G5464、G7693数G12573G16213G8726。47钢G12575的G9950G6521G726G9950G6521工G1166G5529G20047持有G9950工上岗证，并G3324规定范G3272内进行G9950G6521G6817G1328。钢G12575的G9950G6521G6521G3848G993G4464设置G3324G7765G12483、G7621G12483的G12641G12575加G4506G2318范G3272内。G5415G2475力钢G12575采G11004G9950G6521G6521G3848时，设置G3324G2528一构件的G9950G6521G6521G3848应相G1126G19181G5332。G3324G1231一G9950G6521G6521G3848G1025G5527G14279长G5242G1038钢G12575G11464G5464的35DG1000G993小于500MM的范G3272内，G2528一G7693钢G12575G993G5483有G1016个G6521G3848，G2528一G6142面内，G2475G6301面G993G5483G17241过50。G9950G6521G6521G3848G17329钢G12575G5379G6252G3800，G993应小于钢G12575G11464G5464的10D，G1000G993G4464位于构件的G7380G3835G5379G11709G3800。48钢G12575加工制G1328偏差满足下表规定（一G14336G20045G11458）钢G12575加工的允许偏差（MM）G20045G11458允许偏差G2475力钢G12575顺长G5242方G2533G1852长的G1940G4622G455610G5379起钢G12575的G5379G6252位置20G12641G12575内G1940G4622G4556549混凝土保护G4630厚G5242，具体厚G5242见下表G726钢G12575的混凝土保护G4630厚G5242（MM）构件名称保护G4630G1940厚G5242G750715G369320G776525G762130基础G7765及G6227台40桩及G6227台50410钢G12575的G19182G3278G726钢G12575的G19182G3278和G6657G6521长G5242应满足下表G16213G8726G726钢G12575的G19182G3278和G6657G6521长G5242（DG1038钢G12575G11464G5464）混凝土G12573C20C25C30C35A133A134A135A136A137A138A139A140A141A142A143A144A145A146A147A148A149A138A150A151A152A1537A154A155A156A138A157A158G13435钢G12575G12573G13435G13435G13435G13435G13435G13435G13435G13435G13435G19182G3278长G524236D44D31D39D28D34D25D31DG6657G6521长G524243D53D37D46D33D41D30D38DG1120、G8181G7507工程1、模板工程施工方案11G1038保证结构的混凝土施工质量,主体结构施工G8181G7507采G11004G1852新的胶G2524G7507，木方（510、1010）背楞，确保混凝土能够达到G9177水G8181G7507的效果。2、施工准备21材G7021及机具G726211胶G2524G7507、木方（510、1010）、钢管、G6199件、对G6301螺杆、G7621G8181定G3423G12641、脱G8181剂、海绵胶条、G3621G7021胶条G12573。212工具及设备G726塔G2526、G2399刨、G5191刨、圆盘锯、钣手、钢卷G4622、G13459绳G12573。22G1328业条件221G8181G7507设计确定结构G8181G7507施工G5191面G5647图。确定G8181G7507G5191面G5079置及G6915撑G5079置。G7693G6466G7765、G7507、G7621G12573G4622G4556及编号设计出配G7507图。标出G993G2528G3423号、G4622G4556单块G8181G7507G5191面G5079置，木方龙骨规G7696、数量及G19400G17329；G7621G12641选G11004的G3423号及G5079置G19400G17329；G6915撑的位置。222轴G13459、G8181G7507G13459放G13459G4448毕。水G5191G6523制标G20652引测到预G11053杆G12575或其它过G5242引测G9869，并办G3921预检手续。223G8181G7507G6227垫G5225G18108，G8851G8181G7507内边G13459G110041G7263水泥砂浆，G7693G6466给定标G20652准确找G5191。G3818G3693的G3818边G7693G18108，G7693G6466标G20652G13459设置G8181G7507G6227垫木方，G1209保证标G20652准确和G993漏浆。224设置G8181G7507（保护G4630）定位基准。即G3324G3693、G7621主G12575上G17329离地面58CM，G7693G6466G8181G7507G13459，按保护G4630厚G5242G9950G6521水G5191G6915杆，G1209防G8181G7507水G5191位G12239。225G7765G8181G7507钢G12575G13477扎G4448毕，水电管G13459、预G11053洞、预埋件已G4445装G4448毕，G13477G3921钢G12575保护G4630垫块，并办G4448隐预检手续。3、施工工艺31柱模板安装工艺311工艺流程G726G6657设G4445装G7562G4388第一块G8181G7507G4445装检查对G16294G13459G3414G11464和位置G4445装G7621G12641A159A160A161A162A163A164A165A166A167A168A169A170A171A172A173A174A175A164A176A177A178A1798A180A181A182A164A183A184第G1120、三块G7621G8181G4445装G1852面检查G7669正加G3278。312G4445装G7621G8181G7507施工G16213G9869G726将G7621G7693G18108G9177理G5190G1940。使G7621G8181G7507G3247面按弹出的G7621G6523制G13459就位，使G1055G3414G11464，对G16294G13459相G12573。G7507与G7507G1144G6521G3800G11004海绵胶带粘G17160，防G8502漏浆。G110041010木方做内楞，定G3423G7621G12641G3278定，楔G7507到位，销铁插G10294。G1209第一G4630G8181G7507G1038基准，G1209G2528样方法组拼第G1120、三G4630，G14279到G7765G5225。对G8181G7507的轴G13459、G3414G11464偏差、对G16294G13459、扭曲进行G1852面检查，G9994后G3883G7621G12641，进行定G3423加G3278，斜撑G6915撑。本工程G7621G4388G6142面G4622G4556G3835，G1038防G8502G7621面鼓肚、涨G8181，采G1100410螺杆对G7621G4388G1025G18108G2464G2533对G6301，G8851G7621G20652G2533G19400G17329G993G3835于500MM。32梁模板安装工艺321工艺流程G726弹出G7765轴G13459及水G5191G13459并复G7692G6657设G7765G8181G6915G7562G4445装G7765G5225楞或G7765卡具G4445装G7765G5225G8181G7507G7765G5225起拱G13477扎钢G12575G4445装G7765侧G8181G4445装另一侧G7765G8181G4445装上下锁口楞、斜撑及对G6301螺栓复G7692G7765G8181G4622G4556、位置与相邻G8181G7507G17842G3278。322施工G16213G9869G726G3324G7621G4388混凝土面上弹出G7765的轴G13459及水G5191标G20652G13459，并复G7692。G4445装G7765G8181、G6915G7562前，G3324专G11004G6915G7621下G20047铺设脚手G7507，并G1000G8016G4630G19400的上下G6915G3324一条G11464G13459上。G3324G5225G8181G6915G7562上G16855整标G20652，G12538G2524设计G16213G8726后，G6301G13459G4445装G7765G5225G8181并找G5191。G3324G5225G8181上G13477扎钢G12575，经验收G2524G7696后，请G19512G7446G10301，G4445装G7765侧G8181G7507，G5415G7765G20652G3835于500MM时，G4445装G3818G12458楞，附G1209斜撑，其G19400G17329G4464G103875CM，加对G6301螺栓加G3278，侧G7765G8181上口G16213G6301G13459找G11464。复G7692检查G7765G8181G4622G4556，与相临G7765G7621G8181G7507G17842G6521G3278定，并G11004斜撑进行加G3278。33楼板、楼梯模板安装工艺331工艺流程G726G6657投G6915G7562G4445装G8190G13449钢、木楞皮标G20652及起拱铺设G8181G7507块检查上皮标G20652G5191整G5242与相邻G8016G7507G8181G7507G17842G3278。332施工G16213G9869G726满堂G6915G7562G12447杆G19400G17329G103810M12M，水G5191落地杆从地坪或G8016G7507上200MM，G3324G17329G8016面17MG20652设水G5191腰杆。G312G6915G7562G6657设G4448毕后，G16213认真检查G7507下木方与G6915G7621G17842G6521及G6915G7562G4445装的G10294G3278与稳定，G7693G6466A185A186A187A188A189A190A191A192A193A194A195A196A197A198A199A200A201A190A202A203A204A2059A206A207A208A190A209A210给定的水G5191G13459，认真G16855节木G8181的G20652G5242，将木楞找G5191。G3G313G5191G7507铺设G4448毕后，G11004靠G4622、塞G4622和水G5191仪检查G5191整G5242与G8016G7507G5225标G20652，并进行G7669正。G3333G8016G7811G8181G7507的G6915设方法基本与上述G7765、G7507相似，主G16213是G6523制G3921TB的坡G5242，G17379G8505的G20652、宽G4622G4556及侧G8181的稳定。4、模板拆除施工要点41侧G8181拆G19512G726G3324混凝土G5390G5242能保证基表面及棱G16294G993因拆G19512G8181G7507而G2475G6451，方G2499拆G19512。42G8181G7507拆G19512的顺序G726遵循G1820G6915后拆，后G6915G1820拆；G1820拆G993G6227重的G8181G7507，后拆G6227重G18108G2010的G8181G7507，自上而下G17892G8505进行。43G5225G8181及冬季施工G8181G7507的拆G19512，按相关规范执行。5、质量标准51主G6523G20045G11458G726511G8181G7507及其G6915G7562G5529G20047有足够G5390G5242、刚G5242和稳定性，其G6915G6227G18108G2010应有足够的G6915G6227面G12227。512G3324G9046刷G8181G7507隔离剂时，G993G5483沾污钢G12575和混凝土G6521G8098G3800。52一G14336G20045G11458521G8181G7507的G6521缝G993应漏浆，G6521缝G5483G3835于15MM；G3324G8987筑混凝土前，G8181G7507应G8987水G9299G9082，G1306G8181G7507内G993应有G12227水。G3522G8181G7507与混凝土的G6521G16314面应G9177理G5190G1940并G9046刷隔离剂G1306G993G5483采G11004G5445G2721结构性能或G3964G11873装饰工程施工的隔离剂。523混凝土G8987筑前，G8181G7507内的G7446G10301应G9177理G5190G1940。524对G17340G5242G993小于4M的现G8987钢G12575混凝土G7765、G7507，其G8181G7507应按设计G16213G8726起拱；G5415设计无具体G16213G8726时，起拱G20652G5242G4464G1038G17340G5242的1/10003/1000。53现G8987结构G8181G7507G4445装的偏差应G12538G2524下表规定现G8987结构G8181G7507G4445装的允许偏差及检验方法G3G20045G11458允许偏差（MM）检查方法G3693、G7765、G7621轴G13459位G122395钢G4622检查G5225G8181上表面标G20652G1025水准仪或钢G4622、G6301G13459检查G6142面G4622G4556基础G10210钢G4622检查G7621、G3693、G776545G4630G20652G3414G11464G5242G993G3835于5M6经G13440仪或G2526G13459、钢G4622检查A211A212A213A214A215A216A217A218A219A220A221A222A223A224A225A226A227A216A228A229A230A23110A232A233A234A216A235A236G3835于5M8相邻G1016G7507表面G20652G1314差2钢G4622检查表面G5191整G524252M靠G4622、塞G4622检查预G11053洞G1025G5527G13459位G1223910钢G4622检查G6142面内G18108G4622G455610，06、成品保护拆G19512G8181G7507时，G993G5483G11004G3835G19192、G6784G7841G11840G11788G10479G6784，G1209G1825G11908G3363G3818G5430和内G18108G2475到G6451G1272。G5445G2721混凝土质量。G37、应注意的质量问题71G7765、G7507G8181G7507G726G7765、G7507G5225G8181G993G5191、下G6388；G7765侧G8181G993G5191G11464；G7765上下口涨G8181G726防G8847方法是，G8181G7507的G6915撑体G13007G16213有足够的刚G5242和G5390G5242。G1328业G1025认真执行设计G16213G8726，防G8502混凝土G8987筑时G8181G7507变G5430。G7765G8181G7507上下口应设销口楞，G1889进行侧G2533G6915撑，G1209保证上下口G8181G7507G993变G5430。72G7621G8181G7507G726721涨G8181、G6142面G4622G4556G993准；防G8847的方法是，G7693G6466G7621G20652和G6142面G4622G4556设计G7621G12641、木方背楞的G19400G17329，G1209保证G7621G8181的刚G5242、G5390G5242足G1209G6281G6389混凝土的侧G2399力。722G7621G17535的扭曲G726防G8847方法是，G6915G8181前G1820G7669正G7621G12641，使其G20330G1820G993扭G2533。G2526G13459G3414G11464时，相临G1016面G7621G8181从上G12483G8611面G2526G1016G9869，使G13459G3380到地面，G13459G3380G1016G9869到G7621位置G13459G17329离相G12573。G3723轴G13459位G12239一排G7621G993G3324G2528一G11464G13459上G726防G8847方法是，G6116排的G7621G4388，G6915G8181前G16213G3324地面上弹出轴G13459，G9994后G2010G2047弹出G7621G4388的另一方G2533轴G13459，G1889确定G7621的另G1016条边G13459。G6915G8181时，G1820G1016G12483G7621G8181，G7669正G3414G11464与位置无G16835后，G7621G8181G20042G6301通G13459，G1889G6915G1025G19400G7621G8181。（三）、混凝土工程G7693G6466本工程结构G5785况G11792采G11004G1016种方G7708。1、现场拌制混凝土施工方案11、G1328业条件G726111、各G18108位混凝土标号已G7138确。所G11004原材G7021的出厂G2524G7696证及试验G6265G2590G21796G1852，有混凝土配G2524G8616。112、G8987筑混凝土G4630段的G8181G7507、钢G12575G4445装G4448毕，并验收G2524G7696。113、G8987筑混凝土G11004G7562G4388及G20544道已G6657设G4448毕，并经检查G2524G7696，各种G4445G1852防护已按专G13856G4445G1852员技术G1144G5225落G4466。114、技术员G7693G6466G1328业指G4560G1082对G8987筑工G1166已进行技术G1144G5225，混凝土G8987筑G11015请G1082已G15999批A237A238A239A240A241A242A243A244A245A246A247A248A249A250A251A252A253A242A254A255A1A011A24A2A3A242A4A5准。12、G6817G1328工艺G726121、混凝土现G3342施工时采G11004重量计量，G17722G17722过G11929，G11792G5332G8987前G17836应对骨G7021的G2559水G10587进行检测，并G16855整G11004量，G6564出施工配G2524G8616，计量时应设专G1166G11429G11929。122、G11792采G11004机械G6304制，G6304和G12582使G11004前应G1820G11004水G8939刷，原材G7021的上G7021顺序G1038G726G11719G4388水泥G1025砂水；第一盘的G11719G4388应G1955G2334。G6304制G11792应G1017G7696G6523制水G9796G8616，G6304G2524时G19400G8611盘G993G5483小于2MIN，G16213G8726G6304G2524均G2260，和G7143性G14403G3921，G20080G14406一G14280。123、G11792采G11004塔G2526，G6227G6297G3414G11464和水G5191G17828G17767，从G11792G6304和机出G7021到G8987筑G9869的时G19400一G14336G993G16213G17241过10MIN，G7021G7019G3324使G11004前G1820G11004水G9299G9082，G4565G11434应G2563G19393G9801G8975，G11792G3324G17828G17767过程G1025，应保持其G2260质性，G993G2010G4630、G993离G7524、G993漏浆，G17828到G8987筑G9869时应有G14403G3921的G3361落G5242，如有离G7524，应进行G1120G8437G6617G6304。124、G11792G8987筑前应对G8987筑构件的轴G13459、标G20652、G8181G7507的G1972G1321G4622G4556G12573进行检验。G7706G7562G7621G3324G11792入G8181前，应G1820G3324G5225G18108G3647加50100MM厚与G11792内砂浆G6116G2010相G2528的水泥砂浆，G11792一G8437入G8181的G20652G5242G993G4464G3835于05M，G7621G20042G18108G8987G4448后应G17241G2065260MM左右，G13468凝后G2003G19512。G7706G7562G7621采G11004G256