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Concrete structure coupling construction method suitable for ultrahigh ancient city wall construction
The invention provides a concrete structure coupling construction method suitable for ultrahigh ancient city wall construction, which comprises the following steps of: firstly, slotting stones, then hoisting, carrying out bedding treatment at notches of stones, and circulating until all stones in the first batch are mounted; then, a first batch of structural wall steel bar frameworks are bound, stirrups and framework steel bars of structural wall hidden beams and tie steel bars of structural walls are bound synchronously, then formworks are installed, concrete is poured, and first batch of stones, structural wall bodies and structural wall hidden beam bodies are manufactured; and then other batches of structures are constructed in a circulating manner. According to the construction method, a large foundation does not need to be constructed, joint stress is achieved through the notch masonry mortar, the steel tie bars, the structural wall hidden beams, the stirrups, the framework steel bars and other structures, the stability of ultrahigh ancient city wall stones is guaranteed, the construction quality is guaranteed, the construction process is more convenient and faster, time and labor are saved, and compared with a traditional construction mode, the construction cost is lower.
本发明提供了一种适用于超高古城墙施工的混凝土结构耦合施工方法,首先对石材进行开槽处理,然后吊装并在石块槽口处进行坐浆处理,循环往复直至第一批次所有石块安装完成;然后开始绑扎第一批次的结构墙钢筋骨架,并且同步绑扎结构墙暗梁的箍筋及骨架钢筋、结构墙的拉结钢筋,然后安装模板、浇筑混凝土,制作完成第一批次的石块、结构墙墙体以及结构墙暗梁梁体;再循环往复施工其他批次结构即可。本发明无需施工较大的基础,而是通过槽口砌筑砂浆、拉结钢筋、结构墙暗梁、箍筋、骨架钢筋等结构实现共同受力,保证超高古城墙石块的稳定性,保证施工质量,施工过程更加方便快捷,省时省力,相较于传统的施工方式,施工成本较低。
Concrete structure coupling construction method suitable for ultrahigh ancient city wall construction
The invention provides a concrete structure coupling construction method suitable for ultrahigh ancient city wall construction, which comprises the following steps of: firstly, slotting stones, then hoisting, carrying out bedding treatment at notches of stones, and circulating until all stones in the first batch are mounted; then, a first batch of structural wall steel bar frameworks are bound, stirrups and framework steel bars of structural wall hidden beams and tie steel bars of structural walls are bound synchronously, then formworks are installed, concrete is poured, and first batch of stones, structural wall bodies and structural wall hidden beam bodies are manufactured; and then other batches of structures are constructed in a circulating manner. According to the construction method, a large foundation does not need to be constructed, joint stress is achieved through the notch masonry mortar, the steel tie bars, the structural wall hidden beams, the stirrups, the framework steel bars and other structures, the stability of ultrahigh ancient city wall stones is guaranteed, the construction quality is guaranteed, the construction process is more convenient and faster, time and labor are saved, and compared with a traditional construction mode, the construction cost is lower.
本发明提供了一种适用于超高古城墙施工的混凝土结构耦合施工方法,首先对石材进行开槽处理,然后吊装并在石块槽口处进行坐浆处理,循环往复直至第一批次所有石块安装完成;然后开始绑扎第一批次的结构墙钢筋骨架,并且同步绑扎结构墙暗梁的箍筋及骨架钢筋、结构墙的拉结钢筋,然后安装模板、浇筑混凝土,制作完成第一批次的石块、结构墙墙体以及结构墙暗梁梁体;再循环往复施工其他批次结构即可。本发明无需施工较大的基础,而是通过槽口砌筑砂浆、拉结钢筋、结构墙暗梁、箍筋、骨架钢筋等结构实现共同受力,保证超高古城墙石块的稳定性,保证施工质量,施工过程更加方便快捷,省时省力,相较于传统的施工方式,施工成本较低。
Concrete structure coupling construction method suitable for ultrahigh ancient city wall construction
一种适用于超高古城墙施工的混凝土结构耦合施工方法
MA LEI (Autor:in) / DUAN HONGCHUAN (Autor:in) / YANG GUANGXU (Autor:in) / ZHANG CHICHENG (Autor:in) / QUAN YOUWEI (Autor:in)
07.03.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS
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