王潇洲
    （五邑大学土木工程系  江门 529020）

[提要]  对56m混凝土长墙出现的贯穿性裂缝进行了计算及成因分析。通过对2天拆模时的裂缝间距及宽度的计算，证明裂缝是由温度骤降引起的，而拆模过早和水平浇筑距离过长是事故的主要原因。为避免类似的混凝土长墙工程出现相似的情况，提出了施工措施建议。
[关键词]  混凝土长墙  收缩裂缝拆模措施

The author analyzed the shrinkage cracks of the 56m long concrete wall. Through calculating the distance and the width of cracks after 2 days dismantling formwork, the result proves that the cracks are due to temperature-fall suddenly. The main reason is dismantling formwork too early and level pouring distance too long. It puts forward the guide suggestion for construction of similar concrete long wall.
Keywords: long concrete wall; shrinkage crack; dismantling formwork; measure