山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2014年
25期
65-66,67
,共3页
深大基坑%古建筑%地下连续墙%监测
深大基坑%古建築%地下連續牆%鑑測
심대기갱%고건축%지하련속장%감측
large and deep foundation pit%ancient architecture%diaphragm wall%monitor
某深大基坑在影响范围内存在若干变形敏感的古建筑，结合当地的地质条件及周边环境，提出了地下连续墙的施工方案，研究了地连墙施工、锚索施工、降水及土方开挖的施工工艺，并结合监测资料对方案进行了优化设计，在保证工程投资的前提下，使基坑变形一直在可控的范围之内。
某深大基坑在影響範圍內存在若榦變形敏感的古建築，結閤噹地的地質條件及週邊環境，提齣瞭地下連續牆的施工方案，研究瞭地連牆施工、錨索施工、降水及土方開挖的施工工藝，併結閤鑑測資料對方案進行瞭優化設計，在保證工程投資的前提下，使基坑變形一直在可控的範圍之內。
모심대기갱재영향범위내존재약간변형민감적고건축，결합당지적지질조건급주변배경，제출료지하련속장적시공방안，연구료지련장시공、묘색시공、강수급토방개알적시공공예，병결합감측자료대방안진행료우화설계，재보증공정투자적전제하，사기갱변형일직재가공적범위지내。
There are some sensitive deformation of the ancient architecture in the influence scope of large and deep foundation pit. Combined with local geological conditions and the surrounding environment,put forward the construction scheme of diaphragm wall,researches the construction crafts of concrete diaphragm walls,anchor cable construction,dewatering and civil excavation,and combined with monitoring data to optimize scheme. To guarantee the project investment as the premise,the deformation of foundation pit has been controlled in a range.
