Reverse pulling device for pulling construction of long-span steel truss beams

A technology of dragging device and steel truss girder, which is applied in bridges, bridge construction, erection/assembly of bridges, etc., can solve the problem that the longitudinal stability of steel truss girder members is not easy to maintain, the traffic safety under the bridge is hidden, and the dragging and rectification are difficult. problems, to achieve the effect of smooth and smooth motion characteristics, shortening the dragging time, and quick and convenient installation and dismantling.

Active Publication Date: 2016-04-13
中交二公局第四工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] In order to solve the defects existing in the prior art, the present invention provides a reverse pulling device for dragging construction of large-span steel truss girders, which solves the complex internal force changes of steel truss girder members in traditional dragging construction, and the longitudinal tension of steel truss girder members. The stability is not easy to maintain; the slideway is easy to deform, the stability is poor, and it is difficult to drag and rectify; the disadvantages are great hidden dangers to traffic safety under the bridge.

Method used

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  • Reverse pulling device for pulling construction of long-span steel truss beams
  • Reverse pulling device for pulling construction of long-span steel truss beams
  • Reverse pulling device for pulling construction of long-span steel truss beams

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Embodiment Construction

[0061] like figure 1 , figure 2 , image 3 and Figure 4 As shown, the reverse pulling device used for the pulling construction of large-span steel truss girder includes a temporary support and a hoist 1. The temporary support is provided with a slideway 2 whose cross section is in the shape of a groove. The crawler-type transporter 3 moved by the road 2, the steel truss girder 4 is set on the crawler-type transporter 3, the hoist 1 is set on the steel truss girder 4, the upper part of the front end of the temporary support is provided with a fixed pulley block 5, and the hoist 1 is wound on The traction rope 7 bypasses the fixed pulley block 5 and is connected to the front end of the steel truss beam 4 through a movable pulley block 6 .

[0062] The temporary support includes a steel pipe column 8, an I-beam distribution beam 9, a Bailey beam 10, a shaped steel sleeper 11 and a drag track beam 12, which are arranged in sequence from bottom to top. Bailey Beam 10 on.

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Abstract

The invention discloses a reverse dragging device for construction of dragging a large-span steel braced girder. The reverse dragging device comprises a temporary support and a winch, wherein the temporary support is provided with a slide way with a groove-shaped cross section, a crawler-type conveyor capable of sliding along the slide way is arranged in the slide way, the steel braced girder is arranged on the crawler-type conveyor, the upper portion of the front end of the temporary support is provided with a fixed pulley block, and a hauling cable wound on the winch bypasses the fixed pulley block and is connected with the front end of the steel braced girder via a movable pulley block. The reverse dragging device for the construction of dragging the large-span steel braced girder is simple in structure, reasonable in design, good in bearing performance, safe, reliable, high in construction efficiency, high in practicability and worthy of popularization and application.

Description

technical field [0001] The invention belongs to the technical field of bridge engineering, in particular to a reverse dragging device used for dragging construction of large-span steel truss beams. Background technique [0002] The construction of the steel truss girder pulling method is to assemble the steel truss girder on the bridge head embankment or the scaffold, and set the slideway on the steel truss girder, and set the slideway on the embankment or the scaffold, and pass the roller between the upper and lower slideways. Drag the steel truss girder to the predetermined bridge hole and drop the girder in place. The drag method construction has the obvious advantage of less interference to the traffic under the bridge, and is a common method for the construction of steel truss girder across the existing railway and highway business lines. [0003] The slideway and hauling system are important stress-bearing structures in hauling construction. Whether the slideway and h...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00
Inventor 潘建勤刘宏伟王豪吴洪群王建功廉则哲杨巍
Owner 中交二公局第四工程有限公司
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