Overall moving method of disc buckle type support system and template system
A support system and overall moving technology, applied in the connection of formwork/template/work frame, erection/assembly of bridges, and on-site preparation of building components, etc., can solve the problem of high safety hazards, low construction efficiency, frequent installation of supports Dismantling and other problems, to achieve the effect of reducing the investment of human, material and financial resources, saving operation time, and reducing potential safety hazards
Active Publication Date: 2021-11-05
CCFEB CIVIL ENG
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Problems solved by technology
[0004]Aiming at the above problems, the present invention proposes a method for integrally moving the buckle-type support system and the formwork system, which solves the problem of the socket-type buckle type in the prior art. When constructing large-scale frame bridges or urban comprehensive pipe corridors with supports, frequent installation and disassembly of supports, low construction efficiency, and high safety hazards
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[0037] A method for the overall movement of the buckle-type support system and formwork system, please refer to Figure 1 to Figure 5 , which includes the following steps:
[0038] (1) A plurality of moving beams 3 are uniformly and horizontally arranged at a certain interval in the bottom of the buckle type support system 1, and pulleys 4 are arranged under the moving beams 3, so that the plurality of moving beams 3 can move toward the design direction;
[0039] (2) When the strength of the top slab concrete 5 meets the requirements, after allowing the overall movement of the disc buckle support system 1 and the formwork system 2, adjust the height of the odd-numbered adjustable bottom brackets 6 in the disc buckle support system 1 to make it off the ground , at this time, the disc buckle support system 1 and the formwork system 2 are supported by the even-numbered row adjustable bottom bracket 7;
[0040] (3) A plurality of moving longitudinal beams 8 are installed longitud...
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Abstract
The invention discloses an integral moving method of a disc buckle type support system and a template system. A moving cross beam and a moving longitudinal beam are arranged, and the stress of the disc buckle type support system and the template system is controlled to be converted between an even-numbered row of adjustable bottom supports and an odd-numbered row of adjustable bottom supports; and the deformation and buffer action of a buffer gasket is used, so that the template system is disengaged from stress contact with top plate concrete, and can be supported by the buffer gasket, the moving cross beam, the moving longitudinal beam and a pulley to realize integral movement. The procedure that the stress state of the template system needs to be relieved by adjusting an adjustable jacking in the conventional process is omitted; and the problems that in the prior art, when a large frame bridge or an urban comprehensive pipe gallery is constructed through a socket type disc buckle type support, the support needs to be frequently assembled and disassembled, the construction efficiency is low, and the risk of potential safety hazards is high are solved.
Description
technical field [0001] The present invention relates to the technical field of the construction of a coiled bracket, in particular to a method for integrally moving a coiled bracket system and a formwork system. Background technique [0002] With the change of the times and the development of science and technology, concrete supports are constantly being updated. From the use of fastener-type steel pipe brackets to bowl-buckle steel pipe brackets to the socket-type buckle-type steel pipe brackets that are widely used in the field of engineering construction, the types of brackets are constantly changing and optimizing. The socket-type buckle-type steel pipe support has been widely used because of its safety and stability. [0003] In the roof construction of large-scale frame bridges and urban comprehensive pipe corridors, the traditional process is to build a buckle-type full-height support on the concrete floor that has been constructed, and then carry out roof constructi...
Claims
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Login to View More IPC IPC(8): E01D21/00E02D29/045E04G17/00
CPCE01D21/00E02D29/10E04G17/00
Inventor 罗英刘伟陈志福蔡燕峰卢闰左雁岳亚伟蒋学爽骆泽聪曾俊庆杨群敏
Owner CCFEB CIVIL ENG