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Bridge ultra-deep foundation reinforcing structure and construction method thereof
The invention discloses a bridge ultra-deep foundation reinforcing structure and a construction method thereof.The bridge ultra-deep foundation reinforcing structure comprises a wall reinforcing area and a center reinforcing area arranged in the wall reinforcing area, the center reinforcing area comprises a first reinforcing area and/or a second reinforcing area, the first reinforcing area comprises a plurality of first reinforcing bodies arranged in an array mode, and every two adjacent first reinforcing bodies are arranged in a tangent mode; the second reinforcing area comprises a plurality of second reinforcing bodies arranged in an array mode, and every two adjacent second reinforcing bodies are partially overlapped. Each first reinforcing body is formed through one-time reinforcing, and each second reinforcing body is formed through one-time reinforcing; when the center reinforcing area comprises the first reinforcing area and the second reinforcing area, the first reinforcing area and the second reinforcing area are arranged in a stacked mode, the first reinforcing area is arranged on the upper layer of the second reinforcing area, the axis of the first reinforcing body coincides with the axis of the second reinforcing body at the corresponding position, and the first reinforcing body and the second reinforcing body are coaxially constructed and formed in a reinforced mode at a time.
本申请公开了一种桥梁超深地基加固结构及其施工方法,包括墙壁加固区以及设置在墙壁加固区内部的中心加固区,中心加固区包括第一加固区和/或第二加固区,第一加固区包括阵列设置的多个第一加固体,相邻两第一加固体相切设置;第二加固区包括阵列设置的多个第二加固体,相邻两第二加固体存在部分交叠;每一第一加固体为一次加固成型,每一第二加固体均为一次加固成型;在中心加固区包括第一加固区和第二加固区时,第一加固区和第二加固区层叠设置,第一加固区设置在第二加固区的上层,第一加固体和对应位置处的第二加固体的轴线重合,且第一加固体和第二加固体同轴施工且一次加固成型。
Bridge ultra-deep foundation reinforcing structure and construction method thereof
The invention discloses a bridge ultra-deep foundation reinforcing structure and a construction method thereof.The bridge ultra-deep foundation reinforcing structure comprises a wall reinforcing area and a center reinforcing area arranged in the wall reinforcing area, the center reinforcing area comprises a first reinforcing area and/or a second reinforcing area, the first reinforcing area comprises a plurality of first reinforcing bodies arranged in an array mode, and every two adjacent first reinforcing bodies are arranged in a tangent mode; the second reinforcing area comprises a plurality of second reinforcing bodies arranged in an array mode, and every two adjacent second reinforcing bodies are partially overlapped. Each first reinforcing body is formed through one-time reinforcing, and each second reinforcing body is formed through one-time reinforcing; when the center reinforcing area comprises the first reinforcing area and the second reinforcing area, the first reinforcing area and the second reinforcing area are arranged in a stacked mode, the first reinforcing area is arranged on the upper layer of the second reinforcing area, the axis of the first reinforcing body coincides with the axis of the second reinforcing body at the corresponding position, and the first reinforcing body and the second reinforcing body are coaxially constructed and formed in a reinforced mode at a time.
本申请公开了一种桥梁超深地基加固结构及其施工方法,包括墙壁加固区以及设置在墙壁加固区内部的中心加固区,中心加固区包括第一加固区和/或第二加固区,第一加固区包括阵列设置的多个第一加固体,相邻两第一加固体相切设置;第二加固区包括阵列设置的多个第二加固体,相邻两第二加固体存在部分交叠;每一第一加固体为一次加固成型,每一第二加固体均为一次加固成型;在中心加固区包括第一加固区和第二加固区时,第一加固区和第二加固区层叠设置,第一加固区设置在第二加固区的上层,第一加固体和对应位置处的第二加固体的轴线重合,且第一加固体和第二加固体同轴施工且一次加固成型。
Bridge ultra-deep foundation reinforcing structure and construction method thereof
一种桥梁超深地基加固结构及其施工方法
NAN JINJIANG (Autor:in) / LIU ZHAO (Autor:in) / ZHU XIAOLIANG (Autor:in) / LI ZHIZHONG (Autor:in) / HE SIYUAN (Autor:in) / TANG ZHENG (Autor:in) / FANG SHENG (Autor:in) / ZHANG JINGHAI (Autor:in) / MA QIANLI (Autor:in) / CHEN FENG (Autor:in)
23.06.2023
Patent
Elektronische Ressource
Chinesisch
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