Building method for mound-free suspension bridge

A construction method and suspension technology, applied in bridge construction, bridges, bridge parts, etc., can solve problems such as difficulties, delays in time, delays in disaster relief opportunities, etc., to achieve rapid and convenient construction, ensure stability and safety, and simplify construction technology Effect

Inactive Publication Date: 2012-07-11
ZHENGZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, in some cases of poor geology, low foundation bearing capacity, deep bedrock burial, complex terrain conditions, etc., the construction of the bridge's lower pier or bridge tower may become the control point of the entire bridge project, especially for some river-crossing, Due to the limitations of natural conditions, geology and terrain conditions, the construction of the substructure of the bridge becomes very complicated and difficult; even if the substructure is technically feasible, it is often due to the cost of the substructure. Too high and had to abandon the bridge construction plan
In addition, in some special situations such as disaster relief, it is necessary to quickly build bridges to rush through lifelines and transport supplies. At this time, if the conventional bridge construction method is followed, it may delay time and even delay the timing of disaster relief.

Method used

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  • Building method for mound-free suspension bridge
  • Building method for mound-free suspension bridge
  • Building method for mound-free suspension bridge

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] Example 1: see figure 1 , figure 2 , the construction method of suspension bridge without piers, comprising the following steps:

[0026] (1) Prefabrication of large section components of beams and slabs of the carriageway: Prefabricate beams and slabs in the factory according to the requirements of standing machinery and equipment (flat steel box structure can be used, and military beams of standing Bailey frame can also be used). According to the requirements of transportation and assembly during prefabrication, large standard parts are assembled as much as possible, and only simple assembly is required on the erection site.

[0027] The prefabricated beam slab is a flat steel box girder with a section of 3m (with various reinforcements inside), or a truss beam similar to a Bailey beam (every 3m section), which is assembled from 3-4 sections into a large beam section. The dead load concentration is about 45 kN / m.

[0028] (2) Prefabrication of umbrella-shaped v...

Embodiment 2

[0049] Example 2: It is basically the same as Embodiment 1, except that the span of the suspended bridge without piers is 30m, the width is 6m, and the gas filled in the balloon is changed to helium. The following specific analysis.

[0050] If the filling gas is changed to helium (the density of helium is 0.1786g / L at 0°C and 1 standard atmospheric pressure), the span of the bridge is 30m, and the width is still 6m. The sum of the dead load and live load concentration of the driving girder is still: 10.5 + 43.8 = 54.3 kN / m. The vertical cables of the bridge are finished cables (prefabricated parallel steel wire bundles), and the diameter of the finished vertical cables is 5-10cm. Considering the Clips and other loads that are not included, if the self-weight of the cable is conservatively taken as 5 kN / m, then the dead load and live load concentration of the entire structure is: 54.3 + 5 = 59.3 kN / m, and 60 kN / m is taken for safety considerations . Then, the total weight ...

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PUM

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Abstract

The invention relates to a building method for a mound-free suspension bridge, which builds a running lane beam, cables and balloons hanging and lifts running lane beam according to load. During balloon hanging, the size, the number and arrangement positions of the balloons are determined according to bridge type load, an upper end of the running lane beam is connected with balloons through a vertical cable, a lower end of the running lane beam is connected with an anchorage pile anchored to the ground through a locating cable, and adjacent two transverse balloons are connected through the locating cable. When each position is checked to be reliable, the balloons are inflated evenly and synchronously. The balloons lift and hang the running lane beam gradually. When the balloons are inflated to reach designed pressure, a bridge surface is integrally lifted to a designed position, and a bridge span structure is formed. The building method bears load through balloons, changes load delivery depending on mounds, platforms or towers on the lower portion of the traditional bridge structure, adopts a method of bearing load through a base and a foundation, is especially suitable for building of bridges under emergency conditions of rescuing and disaster reliving, and can meeting requirements of building of bridges with different bridge width and spans.

Description

[0001] technical field [0002] The invention relates to a suspension bridge, in particular to a construction method of a pier-free suspension bridge. Background technique [0003] According to different structural systems, conventional bridges generally transfer the load of the superstructure to the foundation and foundation through the substructure such as piers and abutments, or bridge towers and anchorages, so as to realize its function of crossing natural or artificial obstacles. It can be seen that no matter what kind of bridge structure is used, the construction of piers, abutments, bridge towers, and foundation structures is very important. The full use of bridge functions and operational safety are closely related to the substructure. However, in some cases of poor geology, low foundation bearing capacity, deep bedrock burial, complex terrain conditions, etc., the construction of the bridge's lower pier or bridge tower may become the control point of the entire brid...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D18/00E01D19/12E01D19/16
Inventor 陈淮李杰王艳高冰葛素娟李娜李胜利李静斌赵桂峰钱辉李整
Owner ZHENGZHOU UNIV
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