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Anti-collision guardrail and construction method thereof

A technology of anti-collision guardrails and guardrails, which is applied in the field of bridge engineering, and can solve the problems of the durability of the connection structure of prefabricated concrete anti-collision guardrails to be tested, the welding quality is difficult to control, and the precision of prefabricated installation is high.

Pending Publication Date: 2022-07-05
广西桂通工程管理集团有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The existing prefabricated concrete anti-collision barrier connection methods have the following deficiencies: First, the construction technology of part of the prefabricated prefabricated concrete anti-collision barrier connection parts still adopts the method of cast-in-place concrete connection, the construction process is relatively complicated, and the construction site is still There is a lot of pollution; secondly, some prefabricated concrete crash barriers are connected by welding, and the on-site welding workload is large, and the welding quality is difficult to control; thirdly, the prefabricated installation accuracy requirements of some prefabricated concrete crash barriers high, it is difficult to adjust the control; finally, the durability of the connection structure of the partially prefabricated concrete crash barrier is yet to be tested

Method used

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  • Anti-collision guardrail and construction method thereof
  • Anti-collision guardrail and construction method thereof
  • Anti-collision guardrail and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0051] Example 1: as Figure 1-2 As shown, an embodiment of an anti-collision guardrail disclosed in the present invention includes:

[0052] Guardrail 1, bridge deck 2 and connecting structure 3;

[0053] The upper surface of the bridge deck 2 is provided with a multi-level ladder structure. The bottommost level of the multi-level ladder structure is a connecting ladder. A plurality of connecting structures 3 are inlaid on the stepped surface of the connecting ladder. The lower end surface of the guardrail 1 is connected to the bridge deck. The multi-level ladder structure of 2 is matched and connected through the connecting structure 3;

[0054] The connecting structure 3 includes a screw 31, a sleeve 32 and an eccentric nut 33. The sleeve 32 is a cylindrical structure with a closed bottom and an open top. The sleeve 32 is vertically embedded in the stepped surface of the connecting ladder. The top of the sleeve 32 is The open end is not higher than the step surface of the...

Embodiment 9

[0076] Example 9, as Figure 8-15 As shown, a construction method of a crash barrier includes the following steps:

[0077] The guardrail 1 and the bridge deck 2 are prefabricated respectively; when the bridge deck 2 is prefabricated, the steel formwork formwork is used to form the bridge deck formwork, the lower part of the connection structure 3 is embedded, and concrete is poured into the bridge deck 2 formwork, so that the upper surface of the bridge deck 2 is formed. Multi-level ladder structure, and make the lower end part of the connection structure 3 pre-buried on the first-level ladder located at the bottom of the multi-level ladder structure; when prefabricating the guardrail 1, use the steel formwork formwork to form the guardrail formwork, and pour concrete to make the guardrail 1 The lower end surface of the bridge plate 2 forms a structure adapted to the multi-level stepped structure on the upper surface of the bridge deck 2;

[0078] Assemble the guardrail 1 an...

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PUM

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Abstract

The invention discloses an anti-collision guardrail, and belongs to the technical field of bridge engineering. The anti-collision guardrail comprises a guardrail body, a bridge deck and a connecting structure. A multi-step structure is arranged on the upper surface of the bridge deck slab, a plurality of connecting structures are embedded in the step face of the connecting step at intervals, and the lower end face of the guardrail is matched with the multi-step structure of the bridge deck slab and connected with the multi-step structure of the bridge deck slab through the connecting structures. The connecting structure comprises a screw rod, a sleeve and an eccentric nut, and the sleeve is vertically embedded in the step surface of the connecting step; the lower end of the screw penetrates through and is connected to the bottom closed end of the sleeve, and the upper end of the screw penetrates through the lower end face of the guardrail and is fixedly connected with the guardrail. In the device, the guardrails and the bridge deck are connected through multi-step matching and connecting structures, so that the connecting strength of the guardrails and the bridge deck is ensured, and the shear capacity is improved; the sleeve and the eccentric nut reduce the requirement for the precision of the embedded part, and the controllability of the installation precision is improved. The whole device is simple in process, high in applicability, wide in application and low in manufacturing cost.

Description

technical field [0001] The invention relates to the technical field of bridge engineering, in particular to an anti-collision guardrail and a construction method thereof. Background technique [0002] At present, the concept of rapid prefabricated green bridge construction has made great progress, and prefabricated bridge structures have developed rapidly. The existing prefabricated concrete collision guardrail connection methods have the following deficiencies: First, the construction process of the connection parts of some prefabricated concrete collision guardrails still adopts the method of cast-in-place concrete connection, the construction process is relatively complicated, and the construction site is still There is a lot of pollution; secondly, the connection parts of some prefabricated concrete anti-collision guardrails are welded, the on-site welding workload is large, and the welding quality is difficult to control; thirdly, the prefabricated installation accuracy...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/10E01D19/12E01D21/00
CPCE01D19/103E01D19/125E01D21/00
Inventor 安永昌裴天师黄海权刘均利李昌锋黄智冠梁涛吕益权张敏谭波余文成邓康成
Owner 广西桂通工程管理集团有限公司
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