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Temporary buckle cable force adjusting device for double-side cantilever type main beam construction and using method thereof

A force-adjusting, cantilever technology, applied in bridges, bridge parts, bridge construction, etc., can solve the problem that the main beam structure cannot independently bear the construction load of the hanging basket, and achieve the effect of convenient disassembly and assembly and simple structure.

Active Publication Date: 2021-11-23
FAERSHENG ZHUDIAN NEW MATERIAL +3
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, for the main girder with long cantilever pouring construction, the main girder structure generally cannot independently bear the construction load of the hanging basket under the long cantilever state during the construction process, and auxiliary means such as temporary supports or buckles are required for hanging basket construction.

Method used

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  • Temporary buckle cable force adjusting device for double-side cantilever type main beam construction and using method thereof

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Embodiment Construction

[0031] The present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments.

[0032] Such as figure 1 As shown, a double-sided cantilever type main beam construction in the present embodiment is a temporary buckle cable force adjustment device, the temporary buckle cable force adjustment device 1 is arranged between the two limb piers 2, and the two ends of the temporary buckle cable force adjustment device 1 They are respectively anchored and connected to one end of the temporary buckle cable on the corresponding side, and the other end of the temporary buckle cable is pierced with the temporary buckle cable hole of the double limb pier 2 and the temporary buckle cable hole of the main beam 3 on the corresponding side, and anchored to the lower end of the main beam 3 .

[0033] Such as figure 2 , 3 , 4, 5, 6, 7, and 8, the cable force adjusting device 1 includes a hollow adjusting sleeve 11, and the inner walls of b...

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Abstract

The invention relates to a temporary buckle cable force adjusting device for double-side cantilever type main beam construction and a using method of the temporary buckle cable force adjusting device, and belongs to the technical field of bridge construction. The temporary buckle cable force adjusting device comprises an adjusting sleeve, the two ends of the adjusting sleeve are provided with adjusting rods and connecting nuts respectively, the adjusting rods are arranged in the connecting nuts in a penetrating mode, the exposed ends of the adjusting rods are in threaded connection with the adjusting sleeve, and the two adjusting rods are symmetrically arranged in the adjusting sleeve; a temporary buckle cable comprises a steel strand bundle, one end of the steel strand bundle penetrates through an anchor plate, a P anchor is arranged at the end of the steel strand bundle, a pressing plate is arranged at the end of the P anchor, the pressing plate is fixedly connected with the anchor plate, the anchor plate is arranged in a connecting nut, and the anchor plate and the connecting nut are fixedly connected in a threaded mode. The construction load of the hanging basket in the cantilever state on the two sides of the main beam in the construction process is met, and the cable force of the temporary buckle cable can be adjusted according to the actual construction requirement in the construction process.

Description

technical field [0001] The invention relates to a double-side cantilever type main girder construction temporary buckle cable force adjusting device and a using method thereof, which belong to the technical field of bridge construction. Background technique [0002] Cantilever construction refers to the construction method of setting up working platforms on both sides of the bridge pier, and cantilevering or assembling beam sections to the mid-span segment by segment until the bridge span structure is closed. The characteristic of cantilever construction is that no or less supports can be used, and the construction will not affect navigation or traffic under the bridge. It is also suitable for occasions where the terrain is complex in mountainous areas and high-pier long-span bridges in mountainous areas are not suitable for erecting supports. However, for the main girder with long cantilever pouring construction, the main girder structure generally cannot independently bear...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/10E01D19/16E01D19/14
CPCE01D21/10E01D19/16E01D19/14
Inventor 单继安姜平杨晓海许奇峰游晓祥何费薛美萍费汉兵金平
Owner FAERSHENG ZHUDIAN NEW MATERIAL