Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of waterproof curtain
The construction method comprises the following steps that a plurality of first deep hole grooves are formed in the extending direction of the waterproof curtain at intervals, the cross section of each first deep hole groove is of a rectangular structure, and each first deep hole groove is provided with a length side and a width side; first impermeable films are laid on the four side faces and the bottom face of the first deep hole groove; a first concrete component is poured in the first deep hole groove; a second deep hole groove is formed between every two adjacent first deep hole grooves, the cross section of each second deep hole groove is of a rectangular structure, and each second deep hole groove is provided with a length side and a width side; cutting the first impermeable film on the width side of the first deep hole groove along the central line, and unfolding the first impermeable film towards the length side of the first deep hole groove; second impermeable films are laid on the two side faces and the bottom face of the length side of the second deep hole groove, and the first impermeable films are in lap joint; and a second concrete component is poured in the second deep hole groove. According to the construction method, it can be guaranteed that the constructed waterproof curtain has the excellent anti-permeation performance, and the engineering requirements are met.
本申请公开一种止水帷幕的施工方法，包括以下步骤：沿止水帷幕的延伸方向，开设多个间隔布置的第一深孔槽，第一深孔槽的横截面为矩形结构，具有长度侧和宽度侧；在第一深孔槽的四个侧面和底面铺设第一防渗膜；在第一深孔槽内浇筑第一混泥土构件；在相邻两个第一深孔槽之间开设第二深孔槽，各第二深孔槽的横截面为矩形结构，具有长度侧和宽度侧；将第一深孔槽宽度侧所在的第一防渗膜沿中线切开，并将其向第一深孔槽长度侧展开；在第二深孔槽长度侧的两个侧面和底面铺设第二防渗膜，并搭接第一防渗膜；在第二深孔槽内浇筑第二混泥土构件。本申请提供的施工方法能够保证构建的止水帷幕具有优异的防渗透性能，以满足工程要求。
Construction method of waterproof curtain
The construction method comprises the following steps that a plurality of first deep hole grooves are formed in the extending direction of the waterproof curtain at intervals, the cross section of each first deep hole groove is of a rectangular structure, and each first deep hole groove is provided with a length side and a width side; first impermeable films are laid on the four side faces and the bottom face of the first deep hole groove; a first concrete component is poured in the first deep hole groove; a second deep hole groove is formed between every two adjacent first deep hole grooves, the cross section of each second deep hole groove is of a rectangular structure, and each second deep hole groove is provided with a length side and a width side; cutting the first impermeable film on the width side of the first deep hole groove along the central line, and unfolding the first impermeable film towards the length side of the first deep hole groove; second impermeable films are laid on the two side faces and the bottom face of the length side of the second deep hole groove, and the first impermeable films are in lap joint; and a second concrete component is poured in the second deep hole groove. According to the construction method, it can be guaranteed that the constructed waterproof curtain has the excellent anti-permeation performance, and the engineering requirements are met.
本申请公开一种止水帷幕的施工方法，包括以下步骤：沿止水帷幕的延伸方向，开设多个间隔布置的第一深孔槽，第一深孔槽的横截面为矩形结构，具有长度侧和宽度侧；在第一深孔槽的四个侧面和底面铺设第一防渗膜；在第一深孔槽内浇筑第一混泥土构件；在相邻两个第一深孔槽之间开设第二深孔槽，各第二深孔槽的横截面为矩形结构，具有长度侧和宽度侧；将第一深孔槽宽度侧所在的第一防渗膜沿中线切开，并将其向第一深孔槽长度侧展开；在第二深孔槽长度侧的两个侧面和底面铺设第二防渗膜，并搭接第一防渗膜；在第二深孔槽内浇筑第二混泥土构件。本申请提供的施工方法能够保证构建的止水帷幕具有优异的防渗透性能，以满足工程要求。
Construction method of waterproof curtain
止水帷幕的施工方法
WANG ZHAOYANG (Autor:in) / QIAO WEI (Autor:in) / WANG QIANG (Autor:in) / ZHAO PENG (Autor:in) / LU BIN (Autor:in) / HE YIHENG (Autor:in) / ZHOU YUXIN (Autor:in) / LEI TING (Autor:in) / XU DONGDONG (Autor:in)
31.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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