摘要
地下连续墙间纵向接缝满足强度及刚度要求时,连续墙结构才能作为整体结构进行计算,并作为高层建筑地下结构外墙。地下连续墙间纵向接缝效果的现场试验和理论分析表明,通过一定的构造措施,可以使地下连续墙间纵向接缝满足刚度要求。
The analysis model Of diaphragm wall structure will vary with the different views on the strength of joints and connections between diaphragm walls and main structure. Test in site on the stiffness and strength of vertical joints between diaphragm walls has been carrid out. The calculation method of joint strength is studied.
引文
1、陆震铨,祝国荣,地下连续墙的理论与实践.中国铁 道出版社,1987.
2.三浦贤治,浦尾谦二.地中连续壁复合基础地震应答 解析法.日本建筑学会构造系论文报告集第437号, 1992:41—49.