Viscous damping wall integrated supporting system and construction method

Abstract

The invention relates to a viscous damping wall integrated supporting system and a construction method. A supporting system device comprises four load bearing upright rods, two load bearing horizontal rods, six horizontal pull rods, four inclined strutting rods, two bottom steel channels, four steel channels and adjusting devices. A damper is supported by the load bearing upright rods and the load bearing horizontal rods, and by means of jackscrews of the inclined strutting rods and the adjusting devices on the load bearing horizontal rods, fine adjustment of the flatness and the perpendicularity of a damping wall is achieved. According to the construction method, viscous damping wall construction and main structure construction are synchronous, the damping wall and a vertical structure are constructed synchronously and are constructed before a horizontal structure, the damper is supported by the load bearing upright rods and the load bearing horizontal rods of the viscous damping wall integrated supporting system, and by means of the jackscrews of the inclined strutting rods and the adjusting devices on the load bearing horizontal rods, the fine adjustment of the flatness and the perpendicularity of the damping wall is achieved. The supporting system has the advantages that manufacturing is easy, the supporting system is made of an ordinary template supporting material, all rod pieces are mounted and dismounted conveniently on site, and the high-precision requirement purpose of damping wall construction is achieved.

Description

technical field [0001] The invention belongs to the field of engineering, and in particular relates to an integrated support system and a construction method of a viscous damper wall, which is suitable for the construction of a viscous damper wall. Background technique [0002] The current construction technology for the viscous damper wall is: the supporting frame body is erected with steel pipe fasteners, and the wall formwork is made of ordinary wood formwork. The disadvantages of this technology are: 1. In order to ensure the construction accuracy of the embedded parts, the damping wall construction is generally carried out after the main structure is completed, and secondary pouring is required, which increases the construction process and cost. 2. There are many materials such as steel pipes required for on-site erection, and the scaffolding system for secondary construction needs to be erected and dismantled. 3. The flatness and verticality of the damper are adjusted...

AI Technical Summary

Problems solved by technology

The disadvantages of this technology are: 1. In order to ensure the construction accuracy of embedded parts, the damping wall construction is generally carried out after the main structure is completed, and secondary pouring is required, which increases the construction process and cost

2. There are many materials such as steel pipes required for on-site erection, and the scaffolding system for secondary construction needs to be erected and disassembled

3. The flatness and verticality of the damper are adjusted by jacking, which is difficult to adjust

4. It is difficult to pour concrete for the damping wall, and it is difficult to control the construction quality

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