噴錨及土方工程施工組織設計.doc

噴錨及土方工程施工組織設計

一、工程概況
   擬建高層商住樓，地下室3層，地上31層。占地面積約12000m2。
   基坑南北邊長85m，東西邊長135m，周長約440m，基坑開挖深度12m。
基坑采用錨桿噴射混凝土支護方案，由廣東省輕紡工業(yè)設計院設計。東、
南邊布置錨桿9排，不施加預應力；西、北邊布置錨桿10排，其中第3、5、
7排錨桿施加預應力。混凝土面層厚150，局部施加預應力處厚200。
二、場地地質條件
   根據(jù)地質工程公司提供的工程地質報告，場地地
Shotcrete and earthwork construction organization design

First, project survey
   The proposed high-rise commercial and residential, basement 3 floors, the ground layer 31. Covers an area of about 12000m2.
   North and south side of pit 85m, what side 135m, weeks about 440m, excavation depth of 12m.
Sprayed concrete foundation with anchor support program, by the Guangdong Textile Industry Design Institute. East,
9 row layout anchor the south, not prestressed; West, the north anchor arrangement 10 rows, the first of which 3,5,
7 prestressed bolt row. 150 thick concrete surface, partial prestressed Department thick 200.
Second, geological conditions
   According to geological engineering company providing engineering geology report, the venue to

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