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Non-bracket cable truss construction method for lifting entire body by obliquely drawing fixed jack

A technology of overall improvement and construction method, applied in the processing of building materials, construction, building construction, etc., to reduce safety risks, improve efficiency, and avoid safety risks.

Active Publication Date: 2012-06-13
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

It can be seen that the construction method of this project does not use brackets, the upper string and the lower string are respectively pulled and stretched in place, and the sling is hoisted at the end; The tension force of the jack is reacted on the side ring beam. During the lifting and tensioning process, the spatial position of the jack moves in the air with the position of the cable head of the upper string and the lower string cable, and the edge ring beam is anchored from the stand to the final cable head. getting closer

Method used

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  • Non-bracket cable truss construction method for lifting entire body by obliquely drawing fixed jack
  • Non-bracket cable truss construction method for lifting entire body by obliquely drawing fixed jack
  • Non-bracket cable truss construction method for lifting entire body by obliquely drawing fixed jack

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Embodiment Construction

[0041] Taking the ring-spoke cable truss canopy of a stadium as an example, the specific implementation steps and methods are as follows:

[0042] 2) When making the cable, it should be made according to the production length under the design cable force; the cable should be pre-tensioned to eliminate inelastic deformation; the cable should be marked on the surface of the cable body under the design cable force. Clamping position, marking the adjustment position corresponding to the designed and manufactured length on the cable head adjusting device, and marking a straight line on the cable body.

[0043] 3) Install the surrounding structure of the cable truss, and install the tooling ear plate at the anchor node of the cable.

[0044] 4) Arrange the ground and stand surface; when the cable is transported to the construction site, it should be deployed along the straight line on the surface of the cable body to ensure that the cable body does not twist.

[0045] 5) Assemble the lower ...

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Abstract

The invention provides a non-bracket cable truss construction method for lifting an entire body by obliquely drawing a fixed jack. The non-bracket cable truss construction method comprises the following steps of: assembling a cable bar system of a cable truss at a low-altitude position above the ground surface, and hanging the edge cable head of a bottom chord cable at the edge cable head of a top chord cable by virtue of a bottom chord connection fixture cable; mounting a fixture ear plate at the anchoring node of a peripheral structure, arranging the jack on the fixture ear plate through a hanging frame in pin joint, fixing a counter-force frame on the edge cable head of the top chord cable, and arranging a drawing fixture cable between the jack and the counter-force frame; enabling the jack to work continuously, obliquely drawing the fixture cables so that the entire cable bar system is lifted to a high altitude position; connecting the edge cable head of the top chord cable with a fixing point of the top chord cable in position; and transferring the jack, the hanging frame, the counter-force frame and the fixture cables to a bottom chord and dismounting the bottom chord connection fixture cable; tensioning the bottom chord cable until the edge cable head of the bottom chord cable and the anchoring node of the bottom chord are connected in position so that the entire cable truss is tensioned and shaped. According to the non-bracket cable truss construction method, the jack fixed at the anchoring node of the peripheral structure is used, and the entire body of the cable bar system at the low-altitude position above the ground surface is lifted by obliquely drawing the jack. Therefore, the cost and work period of erecting a bracket are saved, a fixture is lightened, and the construction efficiency is improved.

Description

technical field [0001] The invention discloses a method for constructing a prestressed cable truss structure under the condition of no support in civil construction engineering, and belongs to the technical field of cable structure construction in civil construction engineering. Background technique [0002] The cable truss is only composed of cables and struts, and belongs to the type of tension structure. The geometric topological relationship of its components is similar to that of steel trusses, but unlike ordinary steel trusses, the upper and lower chord members are replaced by stay cables, and the web members are based on The internal force conditions are replaced by slings or struts respectively, and the structural stiffness is established and the structural shape is maintained by applying reasonable prestress. In conventional engineering, the plane layout of cable trusses has one-way, two-way and multi-directional spokes. The one-way and two-way cable trusses are fu...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/14
Inventor 罗斌郭正兴仇荣根高飞杨小飞
Owner SOUTHEAST UNIV
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