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Soft soil filling foundation construction method
The invention relates to a soft soil filling foundation construction method, and belongs to the technical field of civil engineering. The construction method for the soft soil filling foundation comprises the following steps that a mold bag internally provided with drainage ribs serves as a container for filling a filling material, and the mold bag is placed in a filling area; filling materials are filled into the mold bag through the filling opening of the mold bag, water in the filling materials is guided to the bag body through the drainage ribs and seeps out, and after the bag body is filled with the filling materials, the filling opening is closed to form a filling body; and the two steps are alternately and repeatedly conducted till the filling area is filled with the filling body, the filling body stands in the filling area, and water seeping out of the filling area is discharged till the filling material in the filling body is solidified to form the foundation. According to the soft soil filling foundation construction method, drainage reinforcement is achieved while filling construction is conducted, a drainage plate does not need to be arranged, and the construction period is greatly shortened.
本发明涉及一种软土填筑地基施工方法,属于土木工程技术领域。该软土填筑地基施工方法包括如下步骤:以内部设置有排水筋的模袋作为装填填筑物的容器,将模袋置于填筑区内;经模袋的装填口向模袋内装填填筑物,填筑物中的水通过排水筋导向袋体并渗出,装填至填筑物充满袋体后,封闭装填口以形成填筑体;交替重复进行上述两个步骤,直至填筑体填满填筑区,填筑体在填筑区内静置,排出填筑区内渗出的水,直至填筑体内的填筑物固结形成地基。该软土填筑地基施工方法在填筑施工的同时实现排水加固,无需打设排水板,大大缩短了施工周期。
Soft soil filling foundation construction method
The invention relates to a soft soil filling foundation construction method, and belongs to the technical field of civil engineering. The construction method for the soft soil filling foundation comprises the following steps that a mold bag internally provided with drainage ribs serves as a container for filling a filling material, and the mold bag is placed in a filling area; filling materials are filled into the mold bag through the filling opening of the mold bag, water in the filling materials is guided to the bag body through the drainage ribs and seeps out, and after the bag body is filled with the filling materials, the filling opening is closed to form a filling body; and the two steps are alternately and repeatedly conducted till the filling area is filled with the filling body, the filling body stands in the filling area, and water seeping out of the filling area is discharged till the filling material in the filling body is solidified to form the foundation. According to the soft soil filling foundation construction method, drainage reinforcement is achieved while filling construction is conducted, a drainage plate does not need to be arranged, and the construction period is greatly shortened.
本发明涉及一种软土填筑地基施工方法,属于土木工程技术领域。该软土填筑地基施工方法包括如下步骤:以内部设置有排水筋的模袋作为装填填筑物的容器,将模袋置于填筑区内;经模袋的装填口向模袋内装填填筑物,填筑物中的水通过排水筋导向袋体并渗出,装填至填筑物充满袋体后,封闭装填口以形成填筑体;交替重复进行上述两个步骤,直至填筑体填满填筑区,填筑体在填筑区内静置,排出填筑区内渗出的水,直至填筑体内的填筑物固结形成地基。该软土填筑地基施工方法在填筑施工的同时实现排水加固,无需打设排水板,大大缩短了施工周期。
Soft soil filling foundation construction method
一种软土填筑地基施工方法
LI ZENGJUN (author)
2024-11-12
Patent
Electronic Resource
Chinese
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