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Existing retaining wall rear filling unloading reinforcing structure and method
The invention relates to the technical field of retaining wall construction engineering, in particular to an existing retaining wall post-filling soil unloading reinforcing structure which comprises an existing retaining wall and retaining wall post-filling soil covering the rear portion of the retaining wall, and a small retaining wall with the top consistent with the top of the existing retaining wall in height is poured in the retaining wall post-filling soil. A middle beam is transversely and simply supported between the top of the small retaining wall and the top of the existing retaining wall, edge beams are longitudinally installed on the top of the existing retaining wall and the top of the small retaining wall, a cover plate is installed in the middle of the two edge beams, and a cavity used for earth cutting and unloading is formed below the cover plate. The invention aims to solve the problem that when the bearing capacity of the existing retaining wall is insufficient, the cost of the processing mode of unloading the load of the original retaining wall is higher.
本申请涉及挡土墙施工工程技术领域,具体公开了一种既有挡墙后填土卸荷加固结构,包括既有挡墙和覆盖在挡墙后方的挡墙后填土,所述挡墙后填土内浇筑有顶部与既有挡墙顶部高度一致的小挡墙,小挡墙的顶部与既有挡墙的顶部之间横向简支有中梁,所述既有挡墙与小挡墙的顶部纵向安装有边梁,在两根边梁的中部安装有盖板,所述盖板的下方形成挖土卸荷用的空腔。本专利的目的在于解决既有挡墙出现承载力不足时,对原有挡墙进行卸荷载的处理方式成本较高的问题。
Existing retaining wall rear filling unloading reinforcing structure and method
The invention relates to the technical field of retaining wall construction engineering, in particular to an existing retaining wall post-filling soil unloading reinforcing structure which comprises an existing retaining wall and retaining wall post-filling soil covering the rear portion of the retaining wall, and a small retaining wall with the top consistent with the top of the existing retaining wall in height is poured in the retaining wall post-filling soil. A middle beam is transversely and simply supported between the top of the small retaining wall and the top of the existing retaining wall, edge beams are longitudinally installed on the top of the existing retaining wall and the top of the small retaining wall, a cover plate is installed in the middle of the two edge beams, and a cavity used for earth cutting and unloading is formed below the cover plate. The invention aims to solve the problem that when the bearing capacity of the existing retaining wall is insufficient, the cost of the processing mode of unloading the load of the original retaining wall is higher.
本申请涉及挡土墙施工工程技术领域,具体公开了一种既有挡墙后填土卸荷加固结构,包括既有挡墙和覆盖在挡墙后方的挡墙后填土,所述挡墙后填土内浇筑有顶部与既有挡墙顶部高度一致的小挡墙,小挡墙的顶部与既有挡墙的顶部之间横向简支有中梁,所述既有挡墙与小挡墙的顶部纵向安装有边梁,在两根边梁的中部安装有盖板,所述盖板的下方形成挖土卸荷用的空腔。本专利的目的在于解决既有挡墙出现承载力不足时,对原有挡墙进行卸荷载的处理方式成本较高的问题。
Existing retaining wall rear filling unloading reinforcing structure and method
一种既有挡墙后填土卸荷加固结构及方法
WANG TAIHENG (author) / SHUAI HAILE (author) / SONG YONG (author) / HE FEI (author) / XU JIBIN (author) / ZHANG KELI (author) / HAN LI (author) / TAN ZUBIAO (author) / YANG CHENG (author) / YUE ENPENG (author)
2023-06-23
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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