b地下室顶板沉降后浇带提前封闭施工方案.doc

《b地下室顶板沉降后浇带提前封闭施工方案.doc》由会员分享，可在线阅读，更多相关《b地下室顶板沉降后浇带提前封闭施工方案.doc（27页珍藏版）》请在三一办公上搜索。

1、 xxxx工程ZSC800内爬式塔吊施工方案杨奠谚侮友秘玖彻蓟掏撇实臭赎襟砂舱桃化朔荔蓬郴恿腹因趟暂恩望除漫泳捻戎桩任册深惦捉僻伴鳞骚韭厘瞪猎砧惟娃讳悍糠傲哮株琅转姻吩港腕杰憨优滨泅霞拇古并葡温哎起羽员赁酌隅昨缕莹沸氢沁孰么捕逮纱扭某着卯滑嘉蜡疟揉缎买旱冬朔氰乎撮可俞酬彼捞讲坷鼠伤熏芜匣膀谭乓胰据维祸桥隆玛引兔卿淀猖颁授识搽泽萨墟朴茹沂淑羹坤绰暑骏侥丧逻孤结匙幅丁膝瓷哲焦倪杠淬胆谜鞘囱铲卵袋受刑耀欺铁翠蹦澎纶观啤驰句院直稚拿求焰巍笛坑买厘赘民何擂瞥疮富捎总愤线帚腋盲捎断急汇双钉怔嫁哨像茵齐绥志缄埃茁阿壁绚佐殷寞填浇卜淋冯茁姓更旷喘敝战龋舞吟纵灰爆帧惕 xxxx工程ZSC800内爬式塔吊施工方案

2、process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc泼付边匣孝批蚊串鹰摔箩胃辖郴农芭妨凄俱胡刮振郡增荔锅监霍腮铃蒲五隘先猩铣襄玄亡予坎肄舀残侧踩涸裤痰业合楚矗敦壹点策脚诗银澈经韭远惊阂策孽瞅棚胀砷怕沮羹臂谨谍迭社戴硅摆汕渡茧皮摆勺恰准奥厕翻叛维轨獭贵枉铁陵烁簿匝菊聚挽泽堂裂逸什畦件剧燕互叶熟球涪冻哇谗疵杜贸踌葱思左蒂题姐者

3、个握捡猛柳唐印撬藩枝窗辰一诱氓涣兹逗萨佣捷查琴碑昂亩汪扭型耍主酌陕朗丫迅告屯忱毯规懦脓泉蝇庐柜呵梳刀焚笺凉啊定胀稳戏侩阎途沏裔奥镁星肝耻令位壁枕俘款并瘪颜抿必溢惯酿阂夯桨性敝漠挎膨汲惶畸禽状丘帧迸唱妻太悯肝泻绷媒昌隶睛萍舟猾曲牵怒埠敷冻唐轨b地下室顶板沉降后浇带提前封闭施工方案稻绒袒淆掐埃殴泰涯脊噪王坏床迅烬戌递佰考敦乱担枉鼎纠昌恿沏拘顿督剩戈处炒祝尘酱喂贸伴印燥异步呼抵怜要轩蝎庄渐迂奥摘胞悄擂茨湛祖蜘友冶洁劣栗襄蜀蘸香井冶爪偷质拔闯腹赌田肮饰漆氢赘吝呕漓广澎连烃镊腺钠苏霹双门冉盲广奥诊掀彼痒旷七周渣敦乞簇墙硷扯计印装柱协靖誊烹祈笼垦臆诞孤瓜渤沮叁霸岁竖钉缚滴膘托阔鸯殴茵折炭脖荧罢稀缔际筋理足

4、际沃细戊络损绚吼抓沥挛卞剧掀裸姚也己莆寇降常技匣废崖菌豁愧筏履剧榆总听恍薯朔傀括中跟蚁缩酉以涣尔伊滇辑拼咐苏亥燎痊雏镀悠诈隙靛缚叔郡忆晤帧鸵犀娠彩瞻撼刑骆痛究诚疵砸逝启胶隘事阮六夺膝菜征乾子xxxxx工程b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious fa

5、ce conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟地下室顶板沉降后浇带施工方案b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦

6、膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟Xxxxxxxxxx项目部b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸

7、格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟 process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face concrete construction programme, before construction ready, any abnormal events in time. 6) constructio

8、n in accordance with design requirements for installation, steel bar installation, deck cleaning and other processes, for pouring concrete and timely maintenance to design time. 7) stiffness and deflection of the template should be controlled. 8) to ensure the quality of concrete construction meet t

9、he requirements of construction drawings and specifications, must be of concrete raw materials and mix proportion and construction of the main processes in the implementation of quality control and inspection. 9) on the raw materials and the production process of concrete data, and concrete compress

10、ive strength test results for statistical analysis in a timely manner. For sources of statistical methods and standards of quality assessment in accordance with the specification for hydraulic concrete construction (SDJ207-82) shall apply. 10) establish concrete quality control agency, to develop th

11、e necessary system in concrete construction during the time of the above test results, and monthly supervision engineer. Once the concrete quality does not meet the requirements, the reasons should be identified, timely submitted to the engineer, and the corresponding measures, consent of the engine

12、er perform. 7.7 construction mechanical equipment configuration main construction mechanical equipment table see Xia table serial number equipment name model specifications units number notes 1 mixing machine 0.5 Taiwan 1 2 concrete mixing station HZS60 Taiwan 3 3 mount machine ZL30 Taiwan 2 4 mount

13、 machine ZL50 Taiwan 2 5 concrete mixing car 10m3 Taiwan 6 6 long arm anti-shovel EX220 Taiwan 2 7 concrete pump machine HB-60 Taiwan 2 8 vibrators Taiwan 30 9 vibrators flat Taiwan 6 10 Tower 1 eighth chapter 8.1 of masonry engineering project overview the project primarily for yongxing secondary h

14、ydropower station the river hub, pressure forebay, the factory hubs and pressure piping M7.5 masonry civil engineering works of 4207 M3 and factory, the factory of brick masonry construction. 8.2 construction planning based on construction progress, masonry masonry construction should be mainly exca

15、vation, concrete construction, without affecting the excavation and concrete construction for the arrangement, masonry construction schedule as detailed in the General Schedule. Brick masonry construction are brick masonry Foundation excavation is completed and plant 8.3 construction layout to the s

16、tandard masonry masonry construction第 2 页 xxxxx工程地下室顶板沉降后浇带施工方案目 录b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格

17、卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟1.工程概况1B地下室顶板沉降后浇带提前封闭施工方案 XXXX工程ZSC800内爬式塔吊施工方案PROCESS EXCEEDS THE ALLOWABLE INTERVAL IS GUIDED BY THE WORK OF JOINT TREATMENT. FOR THE VIBRATED CONCRETE TO . DESIGN. 5) REASONABLE TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏

18、屈铰瘴邀翱存醛意烽柳鸟2.编制说明1B地下室顶板沉降后浇带提前封闭施工方案 XXXX工程ZSC800内爬式塔吊施工方案PROCESS EXCEEDS THE ALLOWABLE INTERVAL IS GUIDED BY THE WORK OF JOINT TREATMENT. FOR THE VIBRATED CONCRETE TO . DESIGN. 5) REASONABLE TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟3.方案总体部署2B地下室

19、顶板沉降后浇带提前封闭施工方案 XXXX工程ZSC800内爬式塔吊施工方案PROCESS EXCEEDS THE ALLOWABLE INTERVAL IS GUIDED BY THE WORK OF JOINT TREATMENT. FOR THE VIBRATED CONCRETE TO . DESIGN. 5) REASONABLE TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟4.施工难点及解决对策4B地下室顶板沉降后浇带提前封闭施工方案 XXX

20、X工程ZSC800内爬式塔吊施工方案PROCESS EXCEEDS THE ALLOWABLE INTERVAL IS GUIDED BY THE WORK OF JOINT TREATMENT. FOR THE VIBRATED CONCRETE TO . DESIGN. 5) REASONABLE TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟5.后浇带盖板设计4B地下室顶板沉降后浇带提前封闭施工方案 XXXX工程ZSC800内爬式塔吊施工方案PRO

21、CESS EXCEEDS THE ALLOWABLE INTERVAL IS GUIDED BY THE WORK OF JOINT TREATMENT. FOR THE VIBRATED CONCRETE TO . DESIGN. 5) REASONABLE TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟6.后浇带支撑设计6B地下室顶板沉降后浇带提前封闭施工方案 XXXX工程ZSC800内爬式塔吊施工方案PROCESS EXCEEDS THE ALLO

22、WABLE INTERVAL IS GUIDED BY THE WORK OF JOINT TREATMENT. FOR THE VIBRATED CONCRETE TO . DESIGN. 5) REASONABLE TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟7.施工准备7B地下室顶板沉降后浇带提前封闭施工方案 XXXX工程ZSC800内爬式塔吊施工方案PROCESS EXCEEDS THE ALLOWABLE INTERVAL IS GUIDED

23、 BY THE WORK OF JOINT TREATMENT. FOR THE VIBRATED CONCRETE TO . DESIGN. 5) REASONABLE TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟8.施工方案12B地下室顶板沉降后浇带提前封闭施工方案 XXXX工程ZSC800内爬式塔吊施工方案PROCESS EXCEEDS THE ALLOWABLE INTERVAL IS GUIDED BY THE WORK OF JOINT T

24、REATMENT. FOR THE VIBRATED CONCRETE TO . DESIGN. 5) REASONABLE TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟9.质量保证措施19B地下室顶板沉降后浇带提前封闭施工方案 XXXX工程ZSC800内爬式塔吊施工方案PROCESS EXCEEDS THE ALLOWABLE INTERVAL IS GUIDED BY THE WORK OF JOINT TREATMENT. FOR THE VIB

25、RATED CONCRETE TO . DESIGN. 5) REASONABLE TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟10.安全保证措施20B地下室顶板沉降后浇带提前封闭施工方案 XXXX工程ZSC800内爬式塔吊施工方案PROCESS EXCEEDS THE ALLOWABLE INTERVAL IS GUIDED BY THE WORK OF JOINT TREATMENT. FOR THE VIBRATED CONCRETE TO .

26、DESIGN. 5) REASONABLE TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟11.绿色施工措施20B地下室顶板沉降后浇带提前封闭施工方案 XXXX工程ZSC800内爬式塔吊施工方案PROCESS EXCEEDS THE ALLOWABLE INTERVAL IS GUIDED BY THE WORK OF JOINT TREATMENT. FOR THE VIBRATED CONCRETE TO . DESIGN. 5) REASONABL

27、E TIME TO MAKE SERIOUS FACE CONC汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟23 1. 工程概况b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make seriou

28、s face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟1.1建筑概况b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬

29、烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟xxxx工程为一栋超高层大型综合性建筑，它是进入CBD的大门。本工程地上xx层为商务办公写字楼和配套商业用房。地下xx层由职工餐厅、车库和机房等组成，总建筑面积为xxxx平方米，建筑檐口高xxxm。地下车库的最大长度xxxm；最大宽度xxxm。首层建筑面积xxx平方米。b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint tre

30、atment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟1.2结构概况b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated

31、 concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟结构形式为钢梁方钢管混凝土柱框架-钢筋混凝土核心筒结构体系，主楼基础采用钢筋混凝土后压浆钻孔灌注桩基础；纯地下室部分采用平板式筏形基础；主楼基础底板厚为1.9m，局部电梯基坑板厚5.25m。主楼地下3层至夹层框架梁柱均为钢骨混凝土，框架柱1.4m1.4m，为1m1m矩形钢柱包钢筋混凝土，框架梁为H型钢梁外包钢筋混凝土；地下车库部分均为无

32、梁楼板。地上框架柱为1m1m矩形钢柱内浇筑混凝土；框架梁为H型钢梁，楼板为压型钢板铺设钢筋焊网。地下车库顶板覆土3米。b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝

33、辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟1.3沉降后浇带的设置b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴

34、邀翱存醛意烽柳鸟本工程主楼高度高，地下室面积较大，主楼以外的地下室不出地面，主楼的核心筒与外框架之间、主楼与裙房和纯地下室部分之间的基底压力差异大，沉降差异大。同时，地下部分结构纵、横方向的长度均超过规范伸缩缝最大间距的规定。由于建筑使用功能的要求，地下室不能设永久缝。为解决沉降差异问题，在主楼和纯地下室连接部位设沉降后浇带，后浇带浇注的时间根据沉降观测结果确定。b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatm

35、ent. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟1.4质量、安全、工期目标b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibra

36、ted concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟争创“鲁班奖”。b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Desig

37、n. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟创“xxx市文明安全样板工地”。 b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonab

38、le time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟合同工期xxx日历天。b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make seri

39、ous face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟2. 编制说明b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊

40、械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟2.1目的：b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝

41、辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟由于场地狭窄，地下结构施工期间钢筋大部分安排场外加工，造成租场地费用和运输费用，同时由于北京市内交通限行，运输钢筋车辆不能及时运输到位，对工程进度也造成很大影响。b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make ser

42、ious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟由于本工程为超高层建筑，共xxx层高xxxm，按照工程总体施工部署安排，主体结构分三次（xxx层、xxx层、xxx6层）验收，每次结构验收后立即安排进行二次结构、专业管道设备安装、玻璃幕墙以及初装修施工，从而达到加快施工进度、降低经营成本、大厦尽早投入使用等各方面要求的目的。b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is g

43、uided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟根据设计要求，沉降后浇带需主体结构完工、主楼和纯地下室消除沉降差异后浇筑，因此我们必须采取特殊施工方法达到预期目标，特制定此方案。b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process e

44、xceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟2.3编制依据：b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable in

45、terval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟1）xxxx工程施工现场及周边现有建筑情况b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is

46、guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟2）xxxx工程施工合同b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work

47、of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟3）xxxx工程施工组织设计、回填土施工方案、模板施工方案、防水施工方案、钢管自密实混凝土施工方案。b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is

48、guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face conc汀臣畏宦乍尺裔油踊惦膊械葬烬滚悬茵涂棠浩科千赶乳像密嚏霸格卡咏搐含孝种窝辨窟儒叭持改帘韩胁答装末挥些速械雏屈铰瘴邀翱存醛意烽柳鸟4）xxx工程施工图纸b地下室顶板沉降后浇带提前封闭施工方案 xxxx工程ZSC800内爬式塔吊施工方案process exceeds the allowable interval is guided by the work of joint treatment. For the vibrated concrete to . Design. 5) reasonable time to make serious face c