A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Reverse construction method side wall construction method
The invention discloses a reverse building method side wall construction method, and relates to the technical field of building construction, and the method comprises the following construction steps: S1, reserving double rows of vertical steel bar joints along an underground negative second layer outer wall when underground negative first layer steel bars are bound, and installing reserved steel bar sleeves at the ends of the steel bar joints; s2, the reserved steel bar sleeve is cleaned; s3, mounting a vertical rod; s4, fixing a large cross rod; s5, installing a small cross rod; s6, scaffold boards are fully laid, and horizontal protection is installed; s7, binding reinforcing steel bars of the side wall; and S8, the scaffold boards and the small transverse rods are dismantled, and formworks are installed to pour the side walls. The reinforcing steel bar binding method has the effect of improving the reinforcing steel bar binding efficiency of the basement space side wall in reverse construction in the reverse construction process.
本申请公开了一种逆作法侧墙施工方法，涉及建筑施工的技术领域，包括以下施工步骤：S1.地下负一层钢筋绑扎时沿地下负二层外墙预留双排竖向钢筋接头并在钢筋接头端头安装预留钢筋套筒；S2.清理预留钢筋套筒；S3.安装立杆；S4.固定大横杆；S5.安装小横杆；S6.满铺脚手板，并安装水平防护；S7.侧墙钢筋绑扎；S8.拆除脚手板和小横杆，并安装模板浇筑侧墙。本申请具有提高逆作法施工过程中，逆序施工的地下室空间侧墙钢筋绑扎效率的效果。
Reverse construction method side wall construction method
The invention discloses a reverse building method side wall construction method, and relates to the technical field of building construction, and the method comprises the following construction steps: S1, reserving double rows of vertical steel bar joints along an underground negative second layer outer wall when underground negative first layer steel bars are bound, and installing reserved steel bar sleeves at the ends of the steel bar joints; s2, the reserved steel bar sleeve is cleaned; s3, mounting a vertical rod; s4, fixing a large cross rod; s5, installing a small cross rod; s6, scaffold boards are fully laid, and horizontal protection is installed; s7, binding reinforcing steel bars of the side wall; and S8, the scaffold boards and the small transverse rods are dismantled, and formworks are installed to pour the side walls. The reinforcing steel bar binding method has the effect of improving the reinforcing steel bar binding efficiency of the basement space side wall in reverse construction in the reverse construction process.
本申请公开了一种逆作法侧墙施工方法，涉及建筑施工的技术领域，包括以下施工步骤：S1.地下负一层钢筋绑扎时沿地下负二层外墙预留双排竖向钢筋接头并在钢筋接头端头安装预留钢筋套筒；S2.清理预留钢筋套筒；S3.安装立杆；S4.固定大横杆；S5.安装小横杆；S6.满铺脚手板，并安装水平防护；S7.侧墙钢筋绑扎；S8.拆除脚手板和小横杆，并安装模板浇筑侧墙。本申请具有提高逆作法施工过程中，逆序施工的地下室空间侧墙钢筋绑扎效率的效果。
Reverse construction method side wall construction method
一种逆作法侧墙施工方法
ZHONG YUANXIANG (author) / HAO HE (author) / YANG XINGBAO (author) / DONG XICHAO (author) / SUN ZIRONG (author) / SONG JIE (author) / JI KAIXUAN (author) / CHEN XINHUA (author) / ZHONG YI (author) / LI XIAOPENG (author)
2023-09-08
Patent
Electronic Resource
Chinese
Reverse construction method and construction device for wall
| European Patent Office | 2023