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Corrugated steel sheets for corrugated steel arch bridges and culverts and bridge and culvert installation method utilizing same

A technology of corrugated steel plates and arch bridges, which is applied in the field of corrugated steel plates used in corrugated steel plate arch bridges and culverts and the installation of bridges and culverts. The force performance is reasonable and the effect of meeting the assembly accuracy requirements

Inactive Publication Date: 2013-12-18
BEIJING JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0010] The technical problem to be solved by the present invention is that the existing corrugated steel plate bridge and culvert slabs and their bridge and culvert installation methods have unreasonable overall force performance, large shear force on the connecting bolts, complicated assembly and difficult quality assurance, difficult to meet the assembly accuracy requirements, corrugated steel plate Multi-layer overlapping, low anchoring reliability

Method used

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  • Corrugated steel sheets for corrugated steel arch bridges and culverts and bridge and culvert installation method utilizing same
  • Corrugated steel sheets for corrugated steel arch bridges and culverts and bridge and culvert installation method utilizing same
  • Corrugated steel sheets for corrugated steel arch bridges and culverts and bridge and culvert installation method utilizing same

Examples

Experimental program
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Effect test

Embodiment approach 1

[0061] A corrugated steel sheet for corrugated steel arch bridge culverts, such as figure 1 As shown, the corrugated steel plate used for the corrugated steel plate arch bridge culvert includes a corrugated steel plate main body 1, two end steel connecting plates 2-1, 2-2.

[0062] The two end steel connecting plates 2-1, 2-2 are rectangular steel plates with the same shape and size, the width of the rectangle is greater than the wave height of the corrugated steel sheet main body 1, and two end steel connecting plates 2-1, 2-2 are provided with two There are a total of n through holes in a row.

[0063] In the middle of the two wide sides of the corrugated steel sheet main body 1, a piece of end steel connecting plate is vertically welded respectively, and the width of the corrugated steel sheet main body 1 is l 2 The length l of the end steel connecting plate 3 Half a wavelength l at each end of 4 .

[0064] A method for installing bridges and culverts using corrugated s...

Embodiment approach 2

[0102] In engineering cases, l 0 = 15m, L = 6m, l 1 = 2m, l 2 = 1.7m, l 3 = 1.5m, l 4 = 0.1 m.

[0103] Step 1 calculates the number of rows N of corrugated steel plates used for corrugated steel plate arch bridges and culverts for building corrugated steel plate arch bridges and culverts:

[0104] N=15 / 2=7.5m

[0105] Calculate the number M of corrugated steel sheets for each row of corrugated steel arch culverts:

[0106] M=6 / 1.5=4m

[0107] Step 2. The long side cutting method of the two first rows of corrugated steel sheets used for corrugated steel arch bridge culverts directly connected with the first and second abutments D-1 and D-2 is:

[0108] The fractional part n of N due to the calculation 0 <0.6, the corrugated steel sheet used for the corrugated steel arch bridge culvert is cut into 1.5m along the direction perpendicular to the long side;

[0109] The cutting method of the wide side of the corrugated steel sheet used for the corrugated steel arch bridge ...

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Abstract

The invention provides corrugated steel sheets for corrugated steel arch bridges and culverts and a bridge and culvert installation method utilizing the same, relating to corrugated steel sheets and solving the following problems in the installation methods of the existing sheets for corrugated steel bridges and culverts: the overall mechanical performances of the sheets are unreasonable, the connecting bolts bear large shearing force and the reliability is low. Each corrugated steel sheet comprises a corrugated steel sheet main body (1) and two end steel connecting sheets (2-1, 2-2) vertically welded on the two wide sides. The method comprises the following steps of: cutting the long sides of the first row of corrugated steel sheets connected with first and second arch abutments (D-1, D-2) and the wide sides of the corrugated steel sheets at the end of each row, installing the corrugated steel sheets for the corrugated steel arch bridges and culverts from the first tips to the second tips of the first and second arch abutments in sequence, installing the second row of corrugated steel sheets for the corrugated steel arch bridges and culverts in sequence above the first row and lapping the third row on the second row until cloture, wherein the first row of corrugated steel sheets and the second row of corrugated steel sheets are connected by bolts and nuts. The arch bridges and culverts have high reliability and construction convenience.

Description

technical field [0001] The invention relates to a corrugated steel sheet of a corrugated steel bridge culvert and a bridge and culvert installation method thereof. More specifically, the present invention relates to a structure form of corrugated steel plates, and adopts a corrugated steel plate arch bridge culvert installation method to ensure and improve the convenience and reliability of the corrugated steel plate arch bridge culverts. Background technique [0002] The corrugated steel plate arch bridge culvert is a structure that uses corrugated steel plate as the main load-bearing component. The corrugated steel plate and roadbed filler are used to form an arched structure to jointly bear the external load. It has strong anti-seismic ability, can adapt to the settlement deformation of alpine climate, and can be applied to roadbeds with various filling heights. Compared with reinforced concrete and masonry, it has the advantages of convenient construction, short constru...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01F5/00
Inventor 韩冰王元丰刘保东何振伟
Owner BEIJING JIAOTONG UNIV
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