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Foundation treatment rapid drainage pipe network combined structure and construction method
The invention discloses a foundation treatment rapid drainage pipe network combined structure and a construction method, and relates to the technical field of foundation treatment rapid drainage. The rapid drainage pipe network combined structure for foundation treatment comprises at least two rows and two columns of drainage structures distributed on a foundation in an array mode, and a first drainage pipe and a second drainage pipe which are arranged on the two adjacent side edges of the foundation. The drainage structure is sequentially provided with a water permeable assembly, a sealing assembly and a water guide assembly from bottom to top, the water permeable assembly is of a tubular structure with one sealed end, and a water permeable film is arranged in the water permeable assembly. In the invention, a plurality of drainage structures are connected to form a grid structure and are partially inserted into the foundation to be treated, so that the interior of the foundation is rigidly supported by a relatively stable structure, post-construction settlement of the foundation is reduced, and the bearing capacity of the foundation is further improved; the permeable film arranged in the drainage structure can prevent particulate matters carried in underground seepage water from entering the drainage structure, and the situation that drainage is unsmooth or cannot be conducted due to accumulation of the particulate matters in the drainage structure is avoided.
本发明公开了一种地基处理快速排水管网组合结构及施工方法,涉及地基处理快速排水技术领域。地基处理快速排水管网组合结构包括阵列分布于地基之上的至少两排两列排水结构、以及设置于地基上相邻两个侧边的第一排水管和第二排水管;排水结构由下至上依次序设置有透水组件、密封组件和导水组件,透水组件为一端密封的管状结构且其内部设置有透水膜。在本发明中,多个排水结构连接成网格结构并部分插入待处理地基内,使地基内部得到较为稳固结构的刚性支撑,减小了地基的工后沉降,进一步提高了地基的承载力;排水结构内设置的透水膜可防止地下渗水中携带的颗粒物进入排水结构内,避免排水结构内部因颗粒物堆积而引起的排水不畅或无法排水。
Foundation treatment rapid drainage pipe network combined structure and construction method
The invention discloses a foundation treatment rapid drainage pipe network combined structure and a construction method, and relates to the technical field of foundation treatment rapid drainage. The rapid drainage pipe network combined structure for foundation treatment comprises at least two rows and two columns of drainage structures distributed on a foundation in an array mode, and a first drainage pipe and a second drainage pipe which are arranged on the two adjacent side edges of the foundation. The drainage structure is sequentially provided with a water permeable assembly, a sealing assembly and a water guide assembly from bottom to top, the water permeable assembly is of a tubular structure with one sealed end, and a water permeable film is arranged in the water permeable assembly. In the invention, a plurality of drainage structures are connected to form a grid structure and are partially inserted into the foundation to be treated, so that the interior of the foundation is rigidly supported by a relatively stable structure, post-construction settlement of the foundation is reduced, and the bearing capacity of the foundation is further improved; the permeable film arranged in the drainage structure can prevent particulate matters carried in underground seepage water from entering the drainage structure, and the situation that drainage is unsmooth or cannot be conducted due to accumulation of the particulate matters in the drainage structure is avoided.
本发明公开了一种地基处理快速排水管网组合结构及施工方法,涉及地基处理快速排水技术领域。地基处理快速排水管网组合结构包括阵列分布于地基之上的至少两排两列排水结构、以及设置于地基上相邻两个侧边的第一排水管和第二排水管;排水结构由下至上依次序设置有透水组件、密封组件和导水组件,透水组件为一端密封的管状结构且其内部设置有透水膜。在本发明中,多个排水结构连接成网格结构并部分插入待处理地基内,使地基内部得到较为稳固结构的刚性支撑,减小了地基的工后沉降,进一步提高了地基的承载力;排水结构内设置的透水膜可防止地下渗水中携带的颗粒物进入排水结构内,避免排水结构内部因颗粒物堆积而引起的排水不畅或无法排水。
Foundation treatment rapid drainage pipe network combined structure and construction method
一种地基处理快速排水管网组合结构及施工方法
LIAO ZHIZHONG (author) / LU YONGFEI (author) / LUO CHENYUAN (author) / WAN ZHILIANG (author) / GAO XIUTING (author) / LIU HUI (author)
2023-11-28
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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