動(dòng)臂及平塔吊基礎(chǔ)施方案(含計(jì)算書使用品茗2015版驗(yàn)算)

1、工藝技術(shù)共享、促進(jìn)交流塔吊基礎(chǔ)施工方案0目錄一.編制依據(jù)..................................................................................................................2二.工程概況.......................................................................

2、...........................................22.1工程簡(jiǎn)介..........................................................................................................22.2地質(zhì)情況.......................................................

3、...................................................3三.塔吊選型及主要技術(shù)參數(shù)....................................................................................3四.塔吊基礎(chǔ)施工安排及勞動(dòng)力計(jì)劃......................................................

4、..................3五.塔吊基礎(chǔ)施工工藝................................................................................................45.1塔吊基礎(chǔ)定位.....................................................................................

5、.............45.2塔吊基礎(chǔ)參數(shù)..................................................................................................55.3施工工藝流程.........................................................................................

6、........95.4塔吊基礎(chǔ)施工工藝.........................................................................................9六.塔吊基礎(chǔ)施工質(zhì)量保證措施..............................................................................14七.塔吊基礎(chǔ)施工安全保證措施..

7、............................................................................157.1汽車吊使用安全保證措施...........................................................................157.2其他..............................................

8、.................................................................16八附件......................................................................................................................16附件1.天然基礎(chǔ)驗(yàn)算書...................

9、.................................................................16附件2.3#塔吊基礎(chǔ)平面圖................................................................................16附件3.3#塔吊中心軸線圖.............................................

10、...................................16附件4.3#塔吊基礎(chǔ)施工圖................................................................................16工藝技術(shù)共享、促進(jìn)交流塔吊基礎(chǔ)施工方案22.22.2地質(zhì)情況地質(zhì)情況根據(jù)XX市工勘巖土工程有限公司“B1070009地塊”巖土工程勘察報(bào)告地質(zhì)鉆探資料，3#塔吊位置處鉆孔編號(hào)為

11、A07、A08、A11、A12，3#塔吊處于高程處于15.16~24.56之間，該高程范圍內(nèi)土質(zhì)為2強(qiáng)風(fēng)化粗?；◢弾r。○112強(qiáng)風(fēng)化粗?；◢弾r：褐黃、灰褐色，巖石風(fēng)化強(qiáng)烈，組織結(jié)構(gòu)已部分○11破壞，遇水崩解。上部呈土柱狀，下部多呈砂土狀，底部不均勻含有少量強(qiáng)風(fēng)化巖塊，巖塊手可折斷。巖體極破碎，為極軟巖～軟巖，巖體基本質(zhì)量等級(jí)為Ⅴ級(jí)。該層見(jiàn)于所有鉆孔。揭露層厚2.30～17.20m，平均層厚7.91m；層頂埋深19.20～33.70m，層

12、頂高程28.86～14.03m。加“937043552”獲取CAD圖紙。三.塔吊選型及主要技術(shù)參數(shù)塔吊選型及主要技術(shù)參數(shù)本工程裙樓施工階段除一層部分鋼梁（4根）重達(dá)約20t重外，其余均在單根4.9t以內(nèi)，超重的鋼梁擬分4段吊裝，塔吊覆蓋區(qū)的鋼梁最小起重量可控制在4.9t以內(nèi)。故本工程3#塔吊擬采用JCD260動(dòng)臂塔，臂長(zhǎng)為50m，安裝高度最大約55m，采用一道附墻。加“937043552”獲取CAD圖紙。JCD260塔吊工作性能四.塔吊