Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of super high-rise core tube tapered variable cross-section shear wall
The invention discloses a super high-rise core tube tapered variable cross-section shear wall. The super high-rise core tube tapered variable cross-section shear wall comprises a straight wall top steel rib beam, a formwork supporting beam, supporting pieces, formworks and a building wall body, the formworks are positioned and supported through the supporting pieces, and the building wall body is poured in the formworks on the inner side and the outer side, and the super high-rise core tube tapered variable cross-section shear wall is characterized in that a connecting plate is integratedly formed at the lower end of the formwork supporting beam, and a first mounting hole is formed in the straight wall top steel rib beam. The invention further discloses a construction method of the super high-rise core tube tapered variable cross-section shear wall, and the construction method comprises the following steps that the formwork supporting beam is fixedly installed; the length of a supporting piece is adjusted; a formwork is laid; concrete is poured; a mold is removed. According to the construction method of the super high-rise core tube tapered variable cross-section shear wall, the supporting piece, used for supporting the formwork, of the formwork supporting beam is arranged to be composed of a first connecting pipe, a second connecting pipe, a connecting rod, the connecting piece and a supporting plate, so that a worker can adjust the overall length of the supporting piece, and the supporting stability of the formwork in the actual installation process is guaranteed.
本发明公开了一种超高层核心筒锥形变截面剪力墙，包括直墙顶钢骨梁、模板支撑梁、支撑件、模板和建筑墙体，模板为通过支撑件进行定位支撑，建筑墙体为在内外侧的模板之中进行浇筑，其特征在于：模板支撑梁的下端一体成型有连接板，直墙顶钢骨梁上开设有第一安装孔，本发明还公开了一种超高层核心筒锥形变截面剪力墙的施工方法，包含以下步骤；模板支撑梁的固定安装；支撑件的长度调节过程；模板的铺设过程；混凝土浇筑；拆模；此发明通过将模板支撑梁用以对模板进行支撑的支撑件设置成由第一连接管、第二连接管、连接杆、连接件和支撑板组合构成，从而让工作人员可以对支撑件的整体长度进行调节，从而保证模板在实际安装过程中的支撑稳定性。
Construction method of super high-rise core tube tapered variable cross-section shear wall
The invention discloses a super high-rise core tube tapered variable cross-section shear wall. The super high-rise core tube tapered variable cross-section shear wall comprises a straight wall top steel rib beam, a formwork supporting beam, supporting pieces, formworks and a building wall body, the formworks are positioned and supported through the supporting pieces, and the building wall body is poured in the formworks on the inner side and the outer side, and the super high-rise core tube tapered variable cross-section shear wall is characterized in that a connecting plate is integratedly formed at the lower end of the formwork supporting beam, and a first mounting hole is formed in the straight wall top steel rib beam. The invention further discloses a construction method of the super high-rise core tube tapered variable cross-section shear wall, and the construction method comprises the following steps that the formwork supporting beam is fixedly installed; the length of a supporting piece is adjusted; a formwork is laid; concrete is poured; a mold is removed. According to the construction method of the super high-rise core tube tapered variable cross-section shear wall, the supporting piece, used for supporting the formwork, of the formwork supporting beam is arranged to be composed of a first connecting pipe, a second connecting pipe, a connecting rod, the connecting piece and a supporting plate, so that a worker can adjust the overall length of the supporting piece, and the supporting stability of the formwork in the actual installation process is guaranteed.
本发明公开了一种超高层核心筒锥形变截面剪力墙，包括直墙顶钢骨梁、模板支撑梁、支撑件、模板和建筑墙体，模板为通过支撑件进行定位支撑，建筑墙体为在内外侧的模板之中进行浇筑，其特征在于：模板支撑梁的下端一体成型有连接板，直墙顶钢骨梁上开设有第一安装孔，本发明还公开了一种超高层核心筒锥形变截面剪力墙的施工方法，包含以下步骤；模板支撑梁的固定安装；支撑件的长度调节过程；模板的铺设过程；混凝土浇筑；拆模；此发明通过将模板支撑梁用以对模板进行支撑的支撑件设置成由第一连接管、第二连接管、连接杆、连接件和支撑板组合构成，从而让工作人员可以对支撑件的整体长度进行调节，从而保证模板在实际安装过程中的支撑稳定性。
Construction method of super high-rise core tube tapered variable cross-section shear wall
一种超高层核心筒锥形变截面剪力墙施工方法
24.12.2021
Patent
Elektronische Ressource
Chinesisch
Construction method for variable cross-section core tube of super high-rise building
| Europäisches Patentamt | 2023
Construction method of super-high-rise core tube wall concrete structure
| Europäisches Patentamt | 2016
Maintenance method for frame core tube composite structure super high-rise shear wall
| Europäisches Patentamt | 2023
Hanging frame system for super high-rise core tube inclined wall construction
| Europäisches Patentamt | 2024
Construction method for building core tube inclined wall of super high-rise building
| Europäisches Patentamt | 2022