A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Low tenon foundation gravity retaining wall and construction method thereof
The invention provides a low tenon foundation gravity retaining wall and a construction method thereof, and relates to the building construction technology. The low tenon foundation gravity retainingwall comprises multiple prefabricated members, multiple upper foundation parts and a lower foundation. The multiple prefabricated members are used for being spliced to form a wall, the bottom face ofthe wall is provided with first limiting structures, and the prefabricated members comprise first prefabricated blocks with longitudinal sections being in L shapes. The multiple upper foundation partsare used for being spliced to form an upper foundation so as to bear the wall, the top face of the upper foundation is provided with second limiting structures which are used for cooperating with thefirst limiting structures so as to limit relative displacement of the wall and the upper foundation, and the bottom face of the upper foundation is provided with third limiting structures. The lowerfoundation is used for bearing the upper foundation, the top face of the lower foundation is provided with fourth limiting structures which are used for cooperating with the third limiting structuresso as to limit relative displacement of the upper foundation and the lower foundation, the bottom face of the lower foundation is used for being attached to the foundation surface, and the width of the bottom face of the lower foundation is not smaller than the width of the wall. According to the low tenon foundation gravity retaining wall and the construction method thereof, the problems that inthe retaining wall, construction is difficult, and the construction period is long are solved.
本申请提供一种低凸榫基础重力挡土墙及其施工方法，涉及建筑施工技术。低凸榫基础重力挡土墙包括：多个预制件，用于拼接形成墙体，墙体底面具有第一限位结构，预制件包括纵截面呈L型的第一预制块；多个上基础件，用于拼接形成上基础以承载墙体，上基础顶面具有用于和第一限位结构配合以限制墙体和上基础相对位移的第二限位结构，上基础底面具有第三限位结构；下基础，用于承载上基础，下基础顶面具有用于和第三限位结构配合以限制上基础和下基础相对位移的第四限位结构，下基础底面用于贴合于地基表面，下基础底面的宽度不小于墙体的宽度。这种低凸榫基础重力挡及其施工方法土墙解决了挡土墙存在施工困难、施工周期长的问题。
Low tenon foundation gravity retaining wall and construction method thereof
The invention provides a low tenon foundation gravity retaining wall and a construction method thereof, and relates to the building construction technology. The low tenon foundation gravity retainingwall comprises multiple prefabricated members, multiple upper foundation parts and a lower foundation. The multiple prefabricated members are used for being spliced to form a wall, the bottom face ofthe wall is provided with first limiting structures, and the prefabricated members comprise first prefabricated blocks with longitudinal sections being in L shapes. The multiple upper foundation partsare used for being spliced to form an upper foundation so as to bear the wall, the top face of the upper foundation is provided with second limiting structures which are used for cooperating with thefirst limiting structures so as to limit relative displacement of the wall and the upper foundation, and the bottom face of the upper foundation is provided with third limiting structures. The lowerfoundation is used for bearing the upper foundation, the top face of the lower foundation is provided with fourth limiting structures which are used for cooperating with the third limiting structuresso as to limit relative displacement of the upper foundation and the lower foundation, the bottom face of the lower foundation is used for being attached to the foundation surface, and the width of the bottom face of the lower foundation is not smaller than the width of the wall. According to the low tenon foundation gravity retaining wall and the construction method thereof, the problems that inthe retaining wall, construction is difficult, and the construction period is long are solved.
本申请提供一种低凸榫基础重力挡土墙及其施工方法，涉及建筑施工技术。低凸榫基础重力挡土墙包括：多个预制件，用于拼接形成墙体，墙体底面具有第一限位结构，预制件包括纵截面呈L型的第一预制块；多个上基础件，用于拼接形成上基础以承载墙体，上基础顶面具有用于和第一限位结构配合以限制墙体和上基础相对位移的第二限位结构，上基础底面具有第三限位结构；下基础，用于承载上基础，下基础顶面具有用于和第三限位结构配合以限制上基础和下基础相对位移的第四限位结构，下基础底面用于贴合于地基表面，下基础底面的宽度不小于墙体的宽度。这种低凸榫基础重力挡及其施工方法土墙解决了挡土墙存在施工困难、施工周期长的问题。
Low tenon foundation gravity retaining wall and construction method thereof
低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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