Preforming and Erecting Construction Method of Main Cable Strands of Suspension Bridge

A construction method and pre-forming technology, applied in suspension bridges, bridge construction, erection/assembly of bridges, etc., can solve problems such as unfavorable long-term durability of cable strands, difficulty in ensuring safety and quality, and damage to steel wire galvanized layers. The effect of shortening the erection period, guaranteed molding quality, and professional equipment

Active Publication Date: 2019-03-08
云南云岭桥隧科技有限公司 +3
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The process of on-site shaping into the saddle is time-consuming, inefficient, difficult to guarantee safety and quality, and will damage the galvanized layer of the steel wire, which is not conducive to the long-term use and durability of the cable strands

Method used

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  • Preforming and Erecting Construction Method of Main Cable Strands of Suspension Bridge
  • Preforming and Erecting Construction Method of Main Cable Strands of Suspension Bridge
  • Preforming and Erecting Construction Method of Main Cable Strands of Suspension Bridge

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specific Embodiment

[0064] Yunnan Longjiang Super Bridge is the first large bridge project in China to apply the pre-forming technology of main cable strands. The strands of the main cable unit are shaped into a quadrilateral shape in advance.

[0065] The Longjiang Super Bridge in Yunnan Province is a key control project of the Baoshan-Myanmar Highway in Yunnan and the Baoshan-Tengchong section of the highway. The bridge adopts a double-tower single-span steel box with a main span of 1196 meters (320+1196+320 meters). The beam suspension bridge ranks first among the suspension bridges across the canyon in the world. All the main cables and suspenders of the Longjiang Super Bridge are manufactured by Pujiang Cable Co., Ltd. There are 2 main cables and 338 cables in total. The unit cable adopts prefabricated parallel steel wire strands (PPWS), each strand is composed of 91 galvanized high-strength steel wires with a diameter of 5.25mm, and the standard tensile strength is 1770MPa. A single main c...

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Abstract

The invention discloses a suspension bridge main cable strand performing and erection construction method, and aims to provide a suspension bridge main cable strand performing and erection construction method with high construction speed. The method includes the steps: first, performing a main cable strand; second, performing saddle entering construction for the formed main cable strand. Saddle entering construction particularly includes the steps: (1) strand traction; (2) strand lifting; (3) strand saddle entering. When a square section of the strand passes the main saddle and a splay saddle, a tin fish clamp in a square internal opening is used for crossing, torsion of the square section is decreased as far as possible, and deformation of the strand is avoided. The strand is lifted by a square strand lifting hook and a chain block and horizontally moves to the upper portion of a corresponding main saddle groove, and the lifting hooks can be knocked to return if the strand is twisted, so that torsion of the strand is corrected. The method breaks the limitation of a traditional saddle entering construction method, and can be popularized and applied in similar engineering.

Description

technical field [0001] The invention relates to the technical field of suspension bridge construction, in particular to a method for preforming and erecting main cable strands of a suspension bridge. Background technique [0002] Suspension bridge is a bridge whose main load-bearing components are cables or chain cables that bear tension. It is composed of suspension cables, cable towers, anchorages, suspenders, bridge deck systems, etc. It is the bridge type with the largest spanning capacity among bridges of various systems. At present, the bridge with the largest span in the world is the suspension bridge with a span of 1991m built in 1998-Japan Akashi Kaikyo Bridge. Since the 1990s, the construction of suspension bridges in my country has entered a period of rapid development. In 1995, the first long-span suspension bridge, the Shantou Bay Bridge, was built. The main span of Xihoumen Bridge opened to traffic in 2009 reached 1650m, ranking first in the world. Second, Chin...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00E01D19/16E01D11/02
CPCE01D11/02E01D19/16E01D21/00
Inventor 常文余显全张李顾庆华张海良
Owner 云南云岭桥隧科技有限公司
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