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River filling road construction method

A technology for road construction and river ponds, which is applied to roads, roads, infrastructure projects, etc., can solve the problems of cumbersome construction methods, unsuitable for river filling roads, and small shrinkage modulus of the bearing layer of soft soil foundations, so as to improve the Service life, enhanced structural strength, reduced impact effects

Inactive Publication Date: 2020-10-09
宁波衡华建设有限公司
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  • Abstract
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  • Application Information

AI Technical Summary

Problems solved by technology

Among them, the excavation and replacement method and the riprap method are generally applied to soft soil foundations with a small thickness; the cushion layer method is generally used for shallow treatment of soft soil foundations, but cannot be applied to bearing layers with a shrinkage modulus < 2.5MPa soft soil foundation; the cycle of drainage consolidation method is generally too long, and the construction method is relatively cumbersome
[0004] But above-mentioned method is all unsuitable for the river filling road, the thickness of the soft soil foundation of filling river road is thicker, and the shrinkage modulus of bearing layer of soft soil foundation is less, therefore needs to develop a kind of construction that is applicable to river filling road method

Method used

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Embodiment Construction

[0035] The present invention will be described in further detail below in conjunction with the accompanying drawings.

[0036] to combine Figure 1 to Figure 4 As shown, a river filling road, from bottom to top, includes the original soil layer 1, the mountain skin mud layer 2, the first air bubble mixed light soil layer 3, the graded crushed stone layer 4, and the second air bubble mixed light soil layer 5. Stabilization layer 6 and asphalt concrete layer 7. Among them, the graded crushed stone layer 4 , the second bubble-mixed light soil layer 5 , the stable layer 6 and the asphalt concrete layer 7 are all arranged in the foundation pit 9 .

[0037] recombine Figure 5 and Figure 6 As shown, the undisturbed soil layer 1 and the mountain mud layer 2 are provided with cement mixing piles 81 vertically arranged between the above two layers and strengthening steel plates 82 connecting adjacent cement mixing piles 81 . Wherein, the length of the cement mixing pile 81 is 20 m...

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Abstract

The invention discloses a construction method for a road formed by filling a river, and solves the problem that the foundation of the road formed by filling the river is a soft soil foundation. The key point of the technical solution is that the construction method for the road formed by filling the river comprises the following steps: S100, clearing the bottom surface of the river to an original-state soil layer, and clearing debris; S200, paving a mountain skin mud layer to a subgrade surface of the road formed by filling the river; S300, digging a foundation pit; S400, installing cement mixing piles; S500, laying a first bubble mixed light soil layer; S600, laying a graded gravel layer; S700, laying a second bubble mixed light soil layer; S800, laying a stable layer; and S900, laying anasphalt concrete layer. By applying the construction method, the problem that the foundation of the road formed by filling the river is the soft soil foundation can be overcome, and the service lifeof the road formed by filling the river is effectively prolonged.

Description

technical field [0001] The invention relates to a municipal construction construction method, in particular to a river filling road construction method. Background technique [0002] With the development of cities, the coverage of urban roads to cities is gradually increasing, and road construction is an indispensable part of urban construction. However, when urban roads need to cross the river, there are generally two solutions: if the width of the river pond is large, build bridges on the river pond to connect the roads on both sides of the river pond; if the width of the river pond is small, use filling Pinghetang paved road. For the second solution, the water content of the foundation at the bottom of the pond is relatively high, resulting in relatively soft soil, and the foundation at the bottom of the pond is a soft soil foundation. If the river filling road is constructed according to the conventional construction method, there will be hidden dangers of road breakag...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01C3/04E02D3/00E01C7/00
CPCE01C3/04E01C7/00E02D3/00
Inventor 陈贤苗张遵行童韶安冯悦周国挺孙健葛鹏辉
Owner 宁波衡华建设有限公司
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