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Masonry arch bridge rapid forcible entry method capable of releasing bridge deck constraint

A masonry arch bridge and demolition technology, applied to bridges, bridge maintenance, bridge construction, etc., can solve the problems of extended construction period, high cost, heavy workload, etc., and achieve the effects of short demolition period, small vibration and less dust

Active Publication Date: 2022-06-07
广西北投交通养护科技集团有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] However, because some masonry arch bridges have re-deck pavement or other maintenance and reinforcement, the steel content is relatively large, and the progress of conventional mechanical demolition is slow, the workload is large, and the cost is high; Masonry arch bridges often fail to collapse and fall over the entire span, and the remaining part of the bridge body is suspended in the air, so that the suspended part of the bridge body needs to be dismantled at high altitude mechanically, resulting in high safety risks, extended construction period, and increased cost. Demolition failure, to solve these drawbacks, the field of bridge engineering construction technology urgently needs a fast, low-cost, and equal-risk demolition method for masonry arch bridges

Method used

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  • Masonry arch bridge rapid forcible entry method capable of releasing bridge deck constraint
  • Masonry arch bridge rapid forcible entry method capable of releasing bridge deck constraint
  • Masonry arch bridge rapid forcible entry method capable of releasing bridge deck constraint

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Embodiment

[0064] A rapid dismantling method for a masonry arch bridge for releasing bridge deck constraints, comprising the following steps:

[0065] Step 1: Collect or actually measure the structural parameters of the masonry arch bridge to be demolished, and obtain the span, sag height, deck pavement thickness, width, and reinforcement arrangement;

[0066] Step 2: Calculate the critical values ​​m', h' and k' of the number of steel bars, thickness and width of the deck pavement of the masonry arch bridge to be demolished by the critical formula pz ;

[0067] The critical formula is:

[0068]

[0069]

[0070]

[0071] Among them, m is the number of steel bars paved on the deck of the masonry arch bridge to be demolished, m' is the critical value of the number of steel bars paved on the deck of the masonry arch bridge to be demolished, and h is the masonry to be demolished. The thickness value of the deck pavement of the arch bridge, h' is the critical value of the thicknes...

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Abstract

The invention discloses a quick break-in method for a masonry arch bridge capable of releasing bridge deck constraints. The quick break-in method comprises the steps that firstly, structural parameters of the masonry arch bridge to be broken in a measured mode are collected or actually measured; 2, calculating critical values of the number, the thickness and the width of the steel bars paved on the bridge deck through a critical equation; thirdly, the to-be-broken masonry arch bridge deck is cut, and the number, the thickness and the width of steel bars laid on the to-be-broken masonry arch bridge deck are all smaller than the critical value; fourthly, a long-arm hook machine is adopted for breaking and dismantling an arch foot on one side of the masonry arch bridge, and the bridge span of the masonry arch bridge can collapse in the whole span; and fifthly, the collapsed and fallen masonry materials are cleared and transported, and masonry arch bridge forcible entry operation is completed. According to the method, the whole-span collapse can be realized, the masonry material is crushed into small blocks by utilizing the falling energy of the whole-span collapse, the quick breaking and removing and clearing are realized, the breaking and removing safety risk is reduced, the construction period is shortened to the greatest extent, the construction cost is reduced, and the interference and influence on the surrounding environment are reduced.

Description

technical field [0001] The invention belongs to the technical field of bridge construction, and particularly relates to a rapid and one-time dismantling method for a masonry arch bridge for releasing the restraint of a bridge deck. Background technique [0002] In the history of our country, many bridges were built mainly using masonry work such as brick, stone and concrete as the main construction materials, especially the masonry arch bridges, such as the Zhaozhou Bridge built in the Sui Dynasty and the modern double-curved arch bridge. The masonry arch bridge makes full use of the compressive capacity of the masonry materials, without or with less reinforcement, to meet the production and living needs of crossing rivers and valleys in a special historical period. In the past 20 years, with the great development of the national economy and transportation infrastructure, the traffic flow has increased year by year, and the load level has gradually increased. Due to its own...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D24/00G06F17/10
CPCE01D22/00G06F17/10
Inventor 郝天之王龙林骆俊晖王华黄海峰
Owner 广西北投交通养护科技集团有限公司
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