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Tunnel anchor cable saddle swinging and moving installation construction method under limited space condition

A construction method and technology for a loose cable saddle, which are applied in the directions of bridge parts, erection/assembly of bridges, bridges, etc., can solve the problems of difficult lifting of the scattered cable saddle, large flat car body, low efficiency, etc.

Pending Publication Date: 2022-03-11
CHINA RAILWAY GUANGZHOU ENG GRP CO LTD +1
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

[0004] In view of the related technologies mentioned above, the inventor believes that there are the following defects: in the actual construction process, due to the narrow and steep mountain roads, and the large size of the flatbed truck, it cannot be smoothly moved directly under the gantry system under the condition of limited space, resulting in Scatter saddles are difficult and inefficient to lift, so there is still room for improvement

Method used

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  • Tunnel anchor cable saddle swinging and moving installation construction method under limited space condition
  • Tunnel anchor cable saddle swinging and moving installation construction method under limited space condition
  • Tunnel anchor cable saddle swinging and moving installation construction method under limited space condition

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Embodiment Construction

[0036] The following is attached Figure 1-5 The present invention is described in further detail.

[0037] The embodiment of the invention discloses a construction method for installation and installation of tunnel anchor loose cable saddle swinging under the condition of limited space. refer to figure 1 , a method for installation and installation of tunnel anchor loose cable saddle swinging under the condition of limited space includes the following steps:

[0038] S1: Construction preparation: mark the vertical lifting point 21 of the loose cable saddle directly below the hoisting start of the gantry system 1, then anchor the track on the road surface 2 through embedded parts, and extend the end of the track to the vertical lifting point 21 of the loose cable saddle. Then the mobile buffer device 6 is installed on the track, and then the traction hoist 5 is fixed on the road surface 2 by the embedded parts, and the line direction of the traction hoist 5 and the vertical ...

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Abstract

The invention discloses a tunnel anchor splay cable saddle swing mounting construction method under a limited space condition, which comprises the following steps of: marking a splay cable saddle vertical hoisting point right below a hoisting starting end of a gantry system, and then fixing a traction winch on a road surface; the splay cable saddle body is placed at the tail of a flat car, and the flat car backs up to enter a hoisting area; then the splay cable saddle body is completely hoisted away under the assistance of the traction winch; the splay cable saddle body is lifted to a certain height under the traction of a connecting rope of the vertical hoisting winch, then the traction winch is started, and the splay cable saddle body swings downwards until the splay cable saddle body safely touches the ground; and S4 is repeated, and the splay cable saddle body is gradually swung to the splay cable saddle vertical lifting point. The splay cable saddle has the effect that the splay cable saddle body can be conveniently and stably moved to a splay cable saddle vertical lifting point.

Description

technical field [0001] The invention relates to the technical field of tunnel anchor construction in construction engineering, in particular to a method for installation and installation of tunnel anchor loose cable saddle swinging under the condition of limited space. Background technique [0002] With the construction of transportation infrastructure projects successively, the characteristics of suspension bridges such as low material consumption, light weight, and strong ability to adapt to complex terrain and geological conditions are highlighted in bridges of various systems. The main load-bearing components of suspension bridges are the main cables. The anchorage reliability on the anchorage is usually achieved by expanding the anchorage area of ​​the main cable. Generally, the main cable is divided into several divergent strands by using a loose cable saddle, and each strand is anchored on the anchorage respectively. Many suspension bridge anchorage systems are design...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/14E01D21/00
CPCE01D19/14E01D21/00B66C13/08B66C5/02B66F7/12B66F7/28B66C13/04
Inventor 张应红王保王贵羽刘赐文周文游威张启桥姜有志孟庆杨庆李涛刘涛
Owner CHINA RAILWAY GUANGZHOU ENG GRP CO LTD
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