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Double-limb hyperbolic beam string structure roof accumulative sliding construction method and construction device

A technology of construction device and slide rail, which is applied in the direction of joists, girders, truss beams, etc., and can solve the problem of inconvenient positioning of hyperbolic string beams with both limbs

Pending Publication Date: 2021-09-07
CHINA CONSTR EIGHT ENG DIV CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to address the deficiencies of the prior art and propose a construction device for solving the technical problem that the prior art mentioned in the background art is inconvenient to locate the hyperbolic string beams with both limbs when making the roof structure

Method used

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  • Double-limb hyperbolic beam string structure roof accumulative sliding construction method and construction device
  • Double-limb hyperbolic beam string structure roof accumulative sliding construction method and construction device
  • Double-limb hyperbolic beam string structure roof accumulative sliding construction method and construction device

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Embodiment Construction

[0013] The technical solutions in the present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0014] Such as figure 1 with figure 2 As shown, a construction device includes two horizontal and parallel slide rails 1, the two slide rails 1 are located at the same height, and each of the slide rails 1 is slidably connected to a plurality of clips that can slide back and forth along the slide rail 1. The multiple clamping units on the two slide rails 1 can correspond one by one, and the corresponding two clamping units on the two slide rails 1 are used to clamp and compress the two limbs of the hyperbolic tension string beam respectively. end.

[0015] Such as figure 2 As shown, the slide rail 1 is provided with a bar-shaped hole 2 along its direction, the clamping unit passes through the bar-shaped hole 2 and the clamping unit can slide along the bar-shaped hole 2 . The clamping unit includes a first clamping plate...

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Abstract

The invention relates to a double-limb hyperbolic beam string structure roof accumulated sliding construction method and a construction device. The double-limb hyperbolic beam string structure roof accumulated sliding construction method and the construction device aim to solve the technical problem that a double-limb hyperbolic beam string structure is inconvenient to position when a roof structure is manufactured in the prior art. The construction device mainly comprises two horizontal and parallel sliding rails; the two sliding rails are located at the same height; each sliding rail is connected with a plurality of clamping units capable of sliding in a reciprocating mode in the moving direction of the sliding rail in a sliding mode; and the clamping units on the two sliding rails can correspond to each other in a one-to-one mode. The construction method mainly comprises the steps that the two sliding rails are erected, the plurality of clamping units are arranged on each sliding rail in a sliding mode, two ends of the double-limb hyperbolic beam string structure are clamped through two corresponding clamping units on the two sliding rails, then a plurality of double-limb hyperbolic beam string structures are fixedly connected, and the like. The device is simple in structure and convenient to operate, and is mainly used for positioning the double-limb hyperbolic beam string structures.

Description

technical field [0001] The invention relates to the field of construction technology, in particular to a construction method and construction device for accumulative slippage of double-leg hyperbolic string beam roofs. Background technique [0002] Such as image 3 As shown, the double-curvature string beams of both limbs include an upper string beam 15 in an arc-shaped structure at the top and a straight lower beam 16 at the lower part, and a plurality of supporting rods 17 distributed at intervals are fixed between the upper string beam 15 and the lower beam 16 , there is a roof structure, the roof structure needs to be fixedly connected between a plurality of double-leg hyperbolic string beams to form a rigid skeleton, in the prior art, when making the roof structure, it is necessary to carry out Positioning, while the hyperbolic string beams with both limbs generally have a large structure, which is not easy to position. Contents of the invention [0003] The object o...

Claims

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Application Information

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IPC IPC(8): E04G21/16E04C3/02E04C3/11
CPCE04G21/16E04G21/162E04C3/02E04C3/11
Inventor 何兴郭禹陈丁谭建国纪俊宏孔瀚玉代凡雨黄浪陈逢国刘原王守宇
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD