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A platform for research: civil engineering, architecture and urbanism
Static and dynamic combined overload drainage consolidation soft soil foundation treatment method and system
The invention discloses a static and dynamic combined overload drainage consolidation soft soil foundation treatment method and system. The method comprises the steps that S1, a site is leveled, and the positions of all well point pipes are positioned; s2, holes are drilled in the positions of all well point pipes, and the well point pipes are inserted to the embedding depth of the design scheme; s3, the well point pipe is connected with a water ring vacuum pump through a horizontal vacuum pipe; s4, underground water and air are pumped through a water ring vacuum pump till the underground water level is lowered to meet the requirements of the design scheme; and S5, static and dynamic combined overload drainage consolidation treatment is conducted on the soft soil foundation. The system comprises a plurality of well point pipes, a water ring vacuum pump, a horizontal vacuum pipe and a power loading device. And the plurality of well point pipes are respectively inserted into the soft soil foundation to be treated. The horizontal vacuum pipe is arranged on the soft soil foundation, and the well point pipe is connected with the water ring vacuum pump through the horizontal vacuum pipe. The power loading device is arranged on the soft soil foundation and used for carrying out power loading on the soft soil foundation.
本发明公开了一种静动力联合超载排水固结软土地基处理方法及系统。方法包括：S1：平整场地，定位各井点管位置；S2：在各井点管位置打孔并插入井点管至设计方案埋设深度；S3：用水平真空管将所述井点管与水环真空泵连接；S4：用水环真空泵抽取地下水和空气，直到地下水位降低至满足设计方案要求；S5：对软土地基进行静动力联合超载排水固结处理。系统包括若干井点管、水环真空泵、水平真空管和动力加载装置。若干井点管分别插入在待处理的软土地基中。水平真空管设置在软土地基上，通过水平真空管将所述井点管与水环真空泵连接。动力加载装置设于软土地基上，用于对软土地基进行动力加载。
Static and dynamic combined overload drainage consolidation soft soil foundation treatment method and system
The invention discloses a static and dynamic combined overload drainage consolidation soft soil foundation treatment method and system. The method comprises the steps that S1, a site is leveled, and the positions of all well point pipes are positioned; s2, holes are drilled in the positions of all well point pipes, and the well point pipes are inserted to the embedding depth of the design scheme; s3, the well point pipe is connected with a water ring vacuum pump through a horizontal vacuum pipe; s4, underground water and air are pumped through a water ring vacuum pump till the underground water level is lowered to meet the requirements of the design scheme; and S5, static and dynamic combined overload drainage consolidation treatment is conducted on the soft soil foundation. The system comprises a plurality of well point pipes, a water ring vacuum pump, a horizontal vacuum pipe and a power loading device. And the plurality of well point pipes are respectively inserted into the soft soil foundation to be treated. The horizontal vacuum pipe is arranged on the soft soil foundation, and the well point pipe is connected with the water ring vacuum pump through the horizontal vacuum pipe. The power loading device is arranged on the soft soil foundation and used for carrying out power loading on the soft soil foundation.
本发明公开了一种静动力联合超载排水固结软土地基处理方法及系统。方法包括：S1：平整场地，定位各井点管位置；S2：在各井点管位置打孔并插入井点管至设计方案埋设深度；S3：用水平真空管将所述井点管与水环真空泵连接；S4：用水环真空泵抽取地下水和空气，直到地下水位降低至满足设计方案要求；S5：对软土地基进行静动力联合超载排水固结处理。系统包括若干井点管、水环真空泵、水平真空管和动力加载装置。若干井点管分别插入在待处理的软土地基中。水平真空管设置在软土地基上，通过水平真空管将所述井点管与水环真空泵连接。动力加载装置设于软土地基上，用于对软土地基进行动力加载。
Static and dynamic combined overload drainage consolidation soft soil foundation treatment method and system
一种静动力联合超载排水固结软土地基处理方法及系统
CHEN JIEDE (author) / DUAN QINGSONG (author) / LIN JIADONG (author) / WU MINGJIANG (author) / DING JIHUI (author) / LIANG FEI (author) / JI MINGFANG (author) / WU JIACHENG (author) / WU HONGWEI (author) / LI XIAOXU (author)
2022-05-27
Patent
Electronic Resource
Chinese
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