城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
17期
76-77
,共2页
桩端后注浆%单桩承载力%静载试验
樁耑後註漿%單樁承載力%靜載試驗
장단후주장%단장승재력%정재시험
post pile end grouting%single pile bearing capa-city%static load test
本文介绍一种钻孔灌注桩桩端后注浆技术,依托实际工程,对其技术机理、施工工艺、实际效果等方面进行了详细阐述。该方法施工简单、承载力高,经济效率好等优势。对提高国内钻孔灌注桩注浆技术有一定的借鉴意义。
本文介紹一種鑽孔灌註樁樁耑後註漿技術,依託實際工程,對其技術機理、施工工藝、實際效果等方麵進行瞭詳細闡述。該方法施工簡單、承載力高,經濟效率好等優勢。對提高國內鑽孔灌註樁註漿技術有一定的藉鑒意義。
본문개소일충찬공관주장장단후주장기술,의탁실제공정,대기기술궤리、시공공예、실제효과등방면진행료상세천술。해방법시공간단、승재력고,경제효솔호등우세。대제고국내찬공관주장주장기술유일정적차감의의。
This article introduces a side of cast-in-situ bored pile post grouting technology and carries on the detailed ela-boration on the basis of practical engineering, technology me-chanism, construction technology and practical effect, etc. The method is simple in construction with high bearing capacity, good economic efficiency and other advantages. It has certain reference significance to improve the domestic cast-in-situ bo-red pile grouting technology.