Rail-frame integrated wall-attached support device and jacking method thereof

Abstract

The invention discloses a wall-attached support of a rail frame-integrated wall-attached support device, which comprises a bottom plate, a support claw, a support ear plate and an anti-side guiding mechanism, the support ear plate is fixed on one side of the bottom plate, and the support hook claw is supported on The supporting ear plate is connected to it in rotation, and the supporting claws can be turned freely. The supporting claws are used to support the load-bearing rods of the guide rail columns. The anti-side guide mechanism includes inner anti-side guide wheels and outer anti-side guide wheels, and inner anti-side guide The wheel and the outside anti-side guide wheel cooperate to clamp the T-shaped groove guide rail of the guide rail column, and the inside anti-side guide wheel and the outside anti-side guide wheel are installed on the base plate and can rotate. The invention also provides a rail-frame-integrated wall-attached support device and a jacking method thereof. The invention can effectively transfer the vertical and horizontal loads of the construction integrated platform, and the wall-attached supports are arranged vertically at intervals along the wall, and can be used for turnover after being removed, effectively reducing the cost.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a rail-frame-integrated wall-attached support device and a jacking method thereof. Background technique [0002] In building construction, the integrated platforms currently used for the core tube construction of super high-rise buildings mainly include climbing formwork construction platforms and top formwork construction integrated platforms. Micro-convex top mold integration platform. The climbing formwork construction platform is limited by factors such as the form of the fulcrum and the attachment position, so it is difficult to achieve the requirement of large bearing capacity. The low-position top formwork integrated platform has a good bearing capacity, but the size of the fulcrum components is large, and it must be designed according to the structural characteristics of each project. It is difficult to achieve multi-project universal use, and the economy i...

AI Technical Summary

Problems solved by technology

The climbing formwork construction platform is limited by factors such as the form of the fulcrum and the attachment position, so it is difficult to achieve the demand for large bearing capacity

The low-position top formwork integrated platform has a good bearing capacity, but the size of the fulcrum components is large, and it must be designed according to the structural characteristics of each project. It is difficult to achieve multi-project universal use, and the economy is poor; 4 to 6, must be arranged at the position where there are walls at both ends of the support beam), the integrated platform is prone to anti-torsion offset in the air, and there are potential safety hazards

The fulcrum arrangement of the micro-convex top mold integrated platform is more flexible, but because the load-bearing parts must be part of the formwork, the manufacturing and processing requirements are high; a single set of load-bearing parts weighs 2.5 tons, and they are installed simultaneously with the formwork, and the installation and disassembly are labor-intensive.

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