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5米以上深基坑施工方案(已修改)

2025-06-17 18:01 本頁(yè)面
 

【正文】 1目 錄編制依據(jù) ......................................................................................................................................1工程概況 ......................................................................................................................................1人員機(jī)械設(shè)備配置 ......................................................................................................................2 機(jī)械設(shè)備配置: .....................................................................................................................2 施工隊(duì)伍配置 .........................................................................................................................2工期及進(jìn)度安排 ..........................................................................................................................3 總體施工工期 .........................................................................................................................3 工期進(jìn)度安排 .........................................................................................................................3 施工組織管理機(jī)構(gòu) .................................................................................................................3施工總體方案 ..............................................................................................................................4施工方法及工措施 ......................................................................................................................5 施工方法 .................................................................................................................................5 施工準(zhǔn)備 .........................................................................................................................5 承臺(tái)開(kāi)挖 .........................................................................................................................5 鑿除樁頭及樁基檢測(cè) .....................................................................................................6 基底處理 .........................................................................................................................6 鋼筋制作及安裝 .............................................................................................................7 模板安裝 .........................................................................................................................8 承臺(tái)混凝土灌注 .............................................................................................................8 承臺(tái)混凝土養(yǎng)護(hù) .............................................................................................................9 冷卻水管壓漿 ...............................................................................................................10 拆模 .............................................................................................................................10 基坑回填 .....................................................................................................................10 樁基承臺(tái)質(zhì)量標(biāo)準(zhǔn) ...............................................................................................................10 承臺(tái)(大體積混凝土)施工技術(shù)措施 ...............................................................................10 綜合接地 ..............................................................................................................................112 沉降觀測(cè)點(diǎn)布置 ...................................................................................................................11質(zhì)量保證措施 ............................................................................................................................12 質(zhì)量管理依據(jù) .......................................................................................................................12 質(zhì)量管理方針 .......................................................................................................................12 質(zhì)量保證措施 ......................................................................................................................12 工程質(zhì)量保證總體措施 ...............................................................................................12 加強(qiáng)施工前的質(zhì)量控制工作 .......................................................................................13 做好施工全過(guò)程的質(zhì)量控制工作 ...............................................................................13 做好施工材料的質(zhì)量控制 ...........................................................................................14 加強(qiáng)施工過(guò)程中的測(cè)量控制 .......................................................................................14 做好施工過(guò)程中的試驗(yàn)檢測(cè) .......................................................................................15 保證施工中的資料完整齊全 .......................................................................................15 質(zhì)量保證體系框圖 .......................................................................................................16 質(zhì)量通病及其防治措施 .......................................................................................................17 砼澆注過(guò)程中泡水,影響砼質(zhì)量 ...............................................................................17 大體積砼表面龜裂 .......................................................................................................17 砼表面有蜂窩、麻面、氣孔 .......................................................................................17 砼漏漿、表面污染及平整度差 ...................................................................................17 鋼筋接頭設(shè)置不符合要求 ...........................................................................................17 鋼筋間距不一、保護(hù)層厚度不足 ...............................................................................18安全管理措施 ............................................................................................................................18 安全目標(biāo) ..............................................................................................................................18 安全保證體系 ............................................................................................
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