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High-tenon foundation gravity retaining wall and construction method thereof
The invention provides a high-tenon foundation gravity retaining wall and a construction method thereof, and relates to the building construction technology. The high-tenon foundation gravity retaining wall comprises a plurality of prefabricated parts and a plurality of foundation parts, wherein the plurality of prefabricated parts are used for being spliced to form a wall body, a first limiting structure is arranged on the bottom face of the wall body, each prefabricated part comprises a first prefabricated block with an L-shaped longitudinal section, the plurality of foundation parts are used for being spliced to form a foundation to bear the wall body, the top face of the foundation is provided with a second limiting structure used for cooperating with the first limiting structure to limit relative displacement between the wall body and the foundation, the foundation is provided with a high tenon protruding out of the bottom face of the foundation, the bottom face of the foundationis used for being attached to the surface of a subgrade, and the high tenon is used for being inserted into the subgrade. According to the high-tenon foundation gravity retaining wall, due to the factthat high structural strength is achieved after the wall body and the foundation are spliced, the construction period can be greatly shortened.
本申请提供一种高凸榫基础重力挡土墙及其施工方法,涉及建筑施工技术。高凸榫基础重力挡土墙包括:多个预制件,用于拼接形成墙体,所述墙体底面具有第一限位结构,所述预制件包括纵截面呈L型的第一预制块;多个基础件,用于拼接形成基础以承载所述墙体,所述基础顶面具有用于和所述第一限位结构配合以限制所述墙体和所述基础相对位移的第二限位结构,所述基础具有凸出于所述基础底面的高凸榫,所述基础底面用于贴合于地基表面,所述高凸榫用于插入所述地基。这种高凸榫基础重力挡土墙由于墙体和基础在拼接完成之后便已经具有很高的结构强度,可以大大缩短工期。
High-tenon foundation gravity retaining wall and construction method thereof
The invention provides a high-tenon foundation gravity retaining wall and a construction method thereof, and relates to the building construction technology. The high-tenon foundation gravity retaining wall comprises a plurality of prefabricated parts and a plurality of foundation parts, wherein the plurality of prefabricated parts are used for being spliced to form a wall body, a first limiting structure is arranged on the bottom face of the wall body, each prefabricated part comprises a first prefabricated block with an L-shaped longitudinal section, the plurality of foundation parts are used for being spliced to form a foundation to bear the wall body, the top face of the foundation is provided with a second limiting structure used for cooperating with the first limiting structure to limit relative displacement between the wall body and the foundation, the foundation is provided with a high tenon protruding out of the bottom face of the foundation, the bottom face of the foundationis used for being attached to the surface of a subgrade, and the high tenon is used for being inserted into the subgrade. According to the high-tenon foundation gravity retaining wall, due to the factthat high structural strength is achieved after the wall body and the foundation are spliced, the construction period can be greatly shortened.
本申请提供一种高凸榫基础重力挡土墙及其施工方法,涉及建筑施工技术。高凸榫基础重力挡土墙包括:多个预制件,用于拼接形成墙体,所述墙体底面具有第一限位结构,所述预制件包括纵截面呈L型的第一预制块;多个基础件,用于拼接形成基础以承载所述墙体,所述基础顶面具有用于和所述第一限位结构配合以限制所述墙体和所述基础相对位移的第二限位结构,所述基础具有凸出于所述基础底面的高凸榫,所述基础底面用于贴合于地基表面,所述高凸榫用于插入所述地基。这种高凸榫基础重力挡土墙由于墙体和基础在拼接完成之后便已经具有很高的结构强度,可以大大缩短工期。
High-tenon foundation gravity retaining wall and construction method thereof
高凸榫基础重力挡土墙及其施工方法
SUN HONGLIN (author) / GUO JIANHU (author) / WANG XIANG (author) / CHEN YUANHONG (author) / LI WEI (author) / YAO HONGXI (author) / MA KEFENG (author) / LIU GUO (author) / PANG JIHONG (author) / LIAO FENGKAI (author)
2020-05-22
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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