城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
4期
152-152
,共1页
软土地基%管桩倾斜%预防%补救措施
軟土地基%管樁傾斜%預防%補救措施
연토지기%관장경사%예방%보구조시
soft foundation%tubular pile incline%prevention%remedial measures
某工程4#楼采用Ф500锤击预制管桩，单桩承载力特征值1900kN，共530支，在施工过程中出现了管桩倾斜现象。本文分析了该具体工程的管桩倾斜原因，进一步介绍了具体的预防措施和补救措施。
某工程4#樓採用Ф500錘擊預製管樁，單樁承載力特徵值1900kN，共530支，在施工過程中齣現瞭管樁傾斜現象。本文分析瞭該具體工程的管樁傾斜原因，進一步介紹瞭具體的預防措施和補救措施。
모공정4#루채용Ф500추격예제관장，단장승재력특정치1900kN，공530지，재시공과정중출현료관장경사현상。본문분석료해구체공정적관장경사원인，진일보개소료구체적예방조시화보구조시。
A 4# floor project use Ф500 hammer to strike precast pipe pile, the single pile bearing capacity characteristic value is 1900kN with a total of 530 cigaret es, which appear the phenomenon of tubular pile incline in the construction pro-cess. This article analyzes the tubular pile incline reason of the specific project, and further introduces the specific preventive measures and remedial measures.
