Subgrade structure for preventing high-fill soil from settling and construction method

Pending Publication Date: 2020-09-15
GUIZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to the high filling height of the high-fill subgrade, the high-fill subgrade is vulnerable to damage from its own regional environment, weather, human activities and geological movements, resulting in the loss of the solidity, stability and durability of the subgrade.
In particular, the roadbed is exposed to the external environment for a long time and is easily washed by rainwater. The matrix of the roadbed is easily swollen or loosened by water penetration, resulting in instability of the roadbed, resulting in overall or partial subsidence of the roadbed, hindering traffic or causing traffic accidents. It is not safe, so the roadbed needs frequent maintenance, roadbed maintenance is time-consuming and labor-intensive, the labor intensity is high, and the roadbed maintenance cost is high
[0004] The current subgrade construction generally prevents subgrade subsidence by setting asphalt barriers and waterproof slopes. However, due to the high filling height of high-fill roadbeds, the construction of asphalt barriers is more complicated, resulting in slow progress and slope waterproofing. It is realized by setting a waterproof membrane, the reliability is poor, and the substrate will still be soaked in water after a long time

Method used

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  • Subgrade structure for preventing high-fill soil from settling and construction method
  • Subgrade structure for preventing high-fill soil from settling and construction method
  • Subgrade structure for preventing high-fill soil from settling and construction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0060] A subgrade structure with high fill and anti-settlement includes a base body 1, a side slope module 2, a bottom plate module 3, a top plate module 4 and a plurality of extruded columns 5.

[0061] The base plate module 3 is a reinforced concrete structure, and the base plate module 3 is set on the original ground 6 by pouring.

[0062] The slope module 2 is a reinforced concrete structure, and the number of the slope modules 2 is two. The two slope modules 2 are respectively located above the bottom plate module 3 near the left and right sides. The lower ends of the two slope modules 2 are connected to the bottom plate The upper surface of the module 3 is integrated by pouring.

[0063] The positions near the lower ends of the two slope modules 2 are provided with drain pipes 21, the water inlet ends of the two drain pipes 21 are located between the two slope modules 2, and the water outlet ends of the two drain pipes 21 respectively extend to the outside of the two sl...

Embodiment 2

[0072] A construction method of a high fill anti-settlement subgrade structure, using a kind of high fill anti-settlement subgrade structure described in embodiment 1, comprises the steps:

[0073] S100: Clean up the original ground 6, drain the accumulated water in the original ground 6, and compact the original ground 6. During specific implementation, when the original ground 6 is arable land or loose soil, the roots, weeds and turf of the original ground 6 should be cleaned up, and then the original ground 6 is compacted; when the original ground 6 is areas such as ponds or ditches , the accumulated water should be drained first, the silt and humus should be removed, and then the original ground should be compacted.

[0074] S200: Build a reinforcement mesh on the original ground 6 and use concrete pouring to obtain the base plate module 3 . During specific implementation, the positions on the upper surface of the bottom plate module 3 close to both sides are formed into ...

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Abstract

The invention discloses a subgrade structure for preventing high-fill soil from settling and a construction method. The subgrade structure comprises a base body, a side slope module, a bottom plate module, a top plate module and an extrusion column. The base body is composed of a gravel layer and a lime earth rammed earth layer, a plurality of circular through holes are arranged in the top plate module, and the extrusion column can be driven into the lime earth rammed earth layer through the circular through holes. According to the construction method, the subgrade structure is used, firstly,the original ground is treated, then pouring is performed to form the bottom plate module, the base body is arranged on the bottom plate module, then pouring is performed to form the side slope moduleand the top plate module, and finally the lime earth rammed earth layer is tightly extruded through the extrusion column. In the present invention, the bottom plate module, the side slope module andthe top plate module which are formed by pouring concrete effectively protect the base body, phenomena of collapse, breakage, sliding and the like caused by external influences are reduced, a drainagepipe drains water in the base body, a situation that stability is reduced due to a fact that a subgrade is soaked in water is avoided, and the extrusion column is used for extruding a lime earth rammed earth layer to enable the lime earth rammed earth layer to be tighter.

Description

technical field [0001] The invention relates to the technical field of road construction, in particular to a subgrade structure and a construction method for high filling soil settlement prevention. Background technique [0002] Subgrade refers to the belt-shaped structure built according to the route position and certain technical requirements, and is the foundation of the road surface. In terms of materials, the subgrade can be divided into three types: soil subgrade, stone subgrade and earth-rock subgrade. The main function of the subgrade is to provide necessary conditions for track laying, road surface laying and vehicle operation, and to bear the load from the track, road surface and vehicles. To transmit and spread the load to the depth of the foundation, in civil engineering, the subgrade plays an important role in terms of construction quantity, floor area and investment. [0003] High-fill subgrade refers to subgrades filled with fine-grained kernels with a height...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C3/00E01C3/04E01F5/00B01D35/02
CPCB01D35/02E01C3/00E01C3/04E01F5/00
Inventor 赵瑜丁丁毕靖王超林李佳申全大国滕明阳杨进强
Owner GUIZHOU UNIV
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