Pit slot reinforcing structure and method for old asphalt pavement

A technology for reinforcing structures and asphalt pavements, applied in the direction of roads, roads, road repair, etc., can solve the problems of low service life, low degree of combination of new and old road surfaces, single cracks, etc.

Inactive Publication Date: 2020-09-22
XIAN UNIV OF SCI & TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Asphalt binder improves the ability of paving aggregates to resist damage to the road surface caused by traffic and natural factors, making the road surface flat, less dusty, and durable. Most existing roads use semi-rigid base asphalt pavement structures or cement pavement structures, which are exposed in practice. Some defects and deficiencies, among which reflection cracks and water damage are difficult to solve, and the development stages of asphalt pavement cracks are single cracks, block cracks, network cracks, until pits appear
Once potholes appear on the pavement, the following steps are often used to repair them: Before repairing the local damage of the asphalt pavement, groove the broken part, then dig out the old materials that have been dug out, and remove the broken pieces in and around the pit Clean up the stones and waste residue, and spray a layer of viscous oil evenly on the wall and bottom of the pit to infiltrate the exposed stone on the inner surface of the pit, thereby improving the bonding effect between the asphalt mixture and the original pavement material, and then Pour the asphalt mixture into the pit to fill it up, and then compact it after paving evenly. This method is prone to cracks due to the low degree of bonding between the new and old road surfaces, and the service life is not high

Method used

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  • Pit slot reinforcing structure and method for old asphalt pavement
  • Pit slot reinforcing structure and method for old asphalt pavement
  • Pit slot reinforcing structure and method for old asphalt pavement

Examples

Experimental program
Comparison scheme
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Embodiment 1

[0032] Such as figure 1 As shown, the present invention includes a T-shaped reinforcing body 7 for repairing the pit 5 at the position of the pit 5, a waterproof layer 6 is arranged between the T-shaped reinforcing body 7 and the old asphalt pavement, and the T-shaped reinforcing body 7 The top of the pavement is provided with a compacted reinforcing layer 8.

[0033] In this embodiment, the T-shaped reinforcing body 7 includes a vertical pile 7-1 extending into the bottom of the pit 5 of the old asphalt pavement and a horizontal reinforcement arranged on the top of the vertical pile 7-1 to complement the pit 5 The panel 7-2, the vertical pile 7-1 and the transverse reinforcement panel 7-2 are poured into an integrated structure, and the position where the vertical pile 7-1 extends into the bottom of the pothole 5 of the old asphalt pavement is located at the surface layer of the asphalt pavement 2, The asphalt pavement base course 3, the asphalt pavement subbase course 4 or ...

Embodiment 2

[0051] The difference between this embodiment and Embodiment 1 is that in this embodiment, a T-shaped connector 9 is provided inside the T-shaped reinforcing body 7, and the vertical connector of the T-shaped connector 9 extends into the vertical pile. 7-1, the transverse connector of the T-shaped connector 9 is arranged in the transverse reinforcement panel 7-2.

[0052] It should be noted that due to the different sizes of the vertical pile 7-1 and the lateral reinforcement panel 7-2, in order to avoid the breakage of the connection position between the vertical pile 7-1 and the lateral reinforcement panel 7-2 due to the high road load, the T The T-shaped reinforcing body 7 is provided with a T-shaped connector 9, and the T-shaped reinforcing body 7 and the T-shaped connector 9 form an anchor structure. Compared with the asphalt cold material cold patching process, it avoids the sticking of the pothole filling material to the original road surface. The problem of poor bondin...

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Abstract

The invention discloses a pit slot reinforcing structure and method for an old asphalt pavement. The structure comprises a T-shaped reinforcing body for repairing a pit slot at the position of the pitslot, wherein a waterproof layer is arranged between the T-shaped reinforcing body and the old asphalt pavement, and a compaction reinforcing layer is laid at the top of the T-shaped reinforcing body. The method comprises the following steps: 1, forming a groove; 2, acquiring a T-shaped pile hole; 3, paving the waterproof layer; 4, pouring a pouring body; and 5, paving the compaction reinforcinglayer. The design of the method is novel; slotting and forming are conducted on the pit slot, slack old materials are removed, and drilling is performed at slot bottom to obtain the T-shaped pile hole; after waste residues in and around the T-shaped pile hole are cleaned up, the T-shaped pile hole is subjected to waterproof treatment and pavement of the waterproof layer; then the pouring body is poured to form the T-shaped reinforcing body; the pit slot is reinforced by the compaction reinforcing layer; a vertical pile in the T-shaped reinforcing body extends into the old asphalt pavement, sothe connecting depth of the vertical pile and the old asphalt pavement is increased, and the whole T-shaped reinforcing body is fixedly supported; and pit slot reinforcing effect is good, service lifeis long, and construction is easy.

Description

technical field [0001] The invention belongs to the technical field of reinforcing old asphalt pavement potholes, and in particular relates to a reinforcing structure and method for old asphalt pavement potholes. Background technique [0002] Asphalt pavement refers to various types of pavement paved with asphalt materials mixed with mineral materials. Asphalt binder improves the ability of paving aggregates to resist damage to the road surface caused by traffic and natural factors, making the road surface flat, less dusty, and durable. Most existing roads use semi-rigid base asphalt pavement structures or cement pavement structures, which are exposed in practice. Some defects and deficiencies, including reflection cracks and water damage are difficult to solve, and the development stages of asphalt pavement cracks are single cracks, block cracks, network cracks, until pits appear. Once potholes appear on the pavement, the following steps are often used to repair them: Befo...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C23/09E01C23/10
CPCE01C23/096E01C23/098E01C23/10
Inventor 李晓军王晓华梁居伟邹小龙李海滨冀晓晖魏涛王春雷代微微刘彦彦
Owner XIAN UNIV OF SCI & TECH
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