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Bridge head pavement subsidence nondestructive quantitative detection and non-excavation type rapid treatment grouting construction method

A quantitative detection, non-excavation technology, applied in the direction of roads, roads, road repairs, etc., can solve the problems of slow growth of grouting material strength, unable to quickly open traffic, difficult to achieve treatment effects, etc., to achieve important economic benefits and social Benefits, controllable treatment effect, and simple construction

Inactive Publication Date: 2021-10-22
SICHUAN ROAD & BRIDGE GRP
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AI Technical Summary

Problems solved by technology

At present, most of the non-excavation treatment technology is drilling and injecting cement-based grouting materials. Due to the dry shrinkage of cement when hardening, the addition of water in the grouting process, and the lack of non-destructive quantitative evaluation methods before grouting, grouting is subjective. Random, it is difficult to achieve a good treatment effect, and the strength of the grouting material grows slowly, it takes time to maintain health, and cannot be quickly opened to traffic

Method used

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  • Bridge head pavement subsidence nondestructive quantitative detection and non-excavation type rapid treatment grouting construction method
  • Bridge head pavement subsidence nondestructive quantitative detection and non-excavation type rapid treatment grouting construction method
  • Bridge head pavement subsidence nondestructive quantitative detection and non-excavation type rapid treatment grouting construction method

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Experimental program
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Embodiment 1

[0029] 1. Testing and evaluation:

[0030] (1) Quantitative evaluation of rapid non-destructive detection of voids on the pavement: firstly, the multi-channel ground-penetrating radar is used to rapidly and non-destructively quantitatively detect the depth and range of the disease on the pavement within the road section. The radar antenna is a combination antenna of 900MHz, 400MHz, 200MHz and 1000MHz, and a record is made. Secondly, the falling weight deflection meter (FWD) is used to detect the deflection of the road surface according to the lane, and at the same time, it is convenient to check and evaluate the treatment effect after construction. Finally, according to the detection data, the pavement disease is quantitatively evaluated, the scope and depth of treatment are determined, and the amount of grouting is estimated.

[0031] (2) Rapid non-destructive detection and quantitative evaluation of the treatment effect: after 15 to 20 minutes of health preservation, the gro...

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Abstract

The invention discloses a bridgehead pavement subsidence nondestructive quantitative detection and non-excavation type rapid treatment grouting construction method. The method is characterized in that; the construction method comprises the following steps: (1) carrying out rapid nondestructive testing and quantitative evaluation on pavement void; (2) drilling; (3) arranging a jacking monitoring system; (4) mounting a grouting pipe and installing a grouting head; (5) grouting; (6) performing hole sealing; (7) performing quality control; and (8) performing grouting effect detection. The method solves the industrial problems of large excavation scale, high construction difficulty, difficulty in thorough treatment and large traffic interference in treatment of the bridgehead pavement subsidence disease.

Description

technical field [0001] The invention belongs to the technical field of road surface maintenance, and specifically relates to a quantitative evaluation of bridgehead road surface subsidence based on a rapid nondestructive detection technology and a non-excavation rapid treatment grouting construction method. Background technique [0002] Subsidence disease of bridgehead pavement is an important factor affecting the level of traffic service and driving safety of expressways in operation. Generally, during the construction of the transitional section between the back of the abutment and the filled subgrade, due to the particularity of the location and the construction process of the filling, it is difficult to compact the backfill material, resulting in subsidence and jumping of the abutment back road during operation, which has become a major problem in the industry. . Especially in Sichuan, which is located in the mountainous area of ​​southwest my country, the bridge-tunnel...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C23/01E01C23/07E01C23/10
CPCE01C23/01E01C23/07E01C23/10
Inventor 蒋双全胡荣吴再新卢伟董武斌刘万春李海清周明凯汪捍东韩斌蒲吉祥
Owner SICHUAN ROAD & BRIDGE GRP
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