摘要
桩身混凝土灌注过程中,发现混凝土充盈系数过大,混凝土流失过快,针对质量事故产生的原因进行了分析,并采取了加固措施,实践表明,效果良好。
Concrete filling coefficient is large, concrete is washed away fast in the pile body concrete process, the cause of quality accident is analysed. Meanwhile,strengthening measures are adopted,the result shows that it has good effect.
出处
《江西冶金》
2007年第6期30-32,共3页
Jiangxi Metallurgy
关键词
夯扩沉管灌注桩
事故分析
加固处理
旋喷注浆
sinking tubular and expanded placing pile
accident analysis
strengthening treatment
whirl-spray grouting