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Three-dimensional reinforced rigid-soft composite ecological retaining wall and construction method

A technology of rigid-flexible composite and retaining walls, applied in artificial islands, water conservancy projects, infrastructure projects, etc., can solve the problems of vertical reinforcement deviation, deformation, and increased construction difficulty, so as to reduce the value of earth pressure and strengthen Integrity, anti-slip effect

Active Publication Date: 2015-07-15
SHENZHEN FUTIAN JIANAN CONSTR GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Compared with the traditional horizontal reinforcement, the above two methods can greatly improve the strength and ultimate bearing capacity of the reinforced soil, but the above two methods increase the difficulty of construction when the embankment filling is paved and compacted layer by layer. The ribs will be biased or even deformed
It can be seen from the analysis that the above-mentioned three-dimensional reinforcement method is mainly aimed at improving the integrity of the filler, but it cannot effectively support the original soil and cannot improve the stability of the joint between the old and new fillers.
[0007] In summary, although the existing retaining walls have achieved good results under suitable engineering conditions, they still need to be improved in terms of changing the mechanical properties of the soil behind the walls, improving the stability of the walls, and green slope protection. place

Method used

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  • Three-dimensional reinforced rigid-soft composite ecological retaining wall and construction method
  • Three-dimensional reinforced rigid-soft composite ecological retaining wall and construction method
  • Three-dimensional reinforced rigid-soft composite ecological retaining wall and construction method

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Embodiment Construction

[0039] Design and construction technical requirements of drainage ditches, ecological bag stacking construction technical requirements, horizontal reinforcement laying and connection construction technical requirements, vertical reinforcement piles, expansion joints construction technical requirements, filter drainage hole design and construction requirements, concrete The design and construction requirements, etc. will not be repeated in this embodiment, and the embodiment of the structure related to the present invention will be described in detail.

[0040] figure 1 It is a structural schematic diagram of a three-dimensional reinforced rigid-flexible composite ecological retaining wall of the present invention; figure 2 It is the elevation view of the connecting fastener of the present invention.

[0041] refer to figure 1 , 2 The three-dimensional reinforced rigid-flexible composite ecological retaining wall includes an upper flexible ecological retaining wall 10 and a l...

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Abstract

The invention relates to a three-dimensional reinforced rigid-soft composite ecological retaining wall and a construction method. The retaining wall is characterized by comprising an upper portion soft ecological retaining wall body and a lower rigid retaining wall body, wherein the upper portion soft ecological retaining wall body and the lower rigid retaining wall body are connected through anchor bars. All layers of filling materials of the upper portion soft ecological retaining wall body are connected through connecting buckle parts, and water draining pipes, the connecting and fixing ends of horizontal ribbing bodies and inclined tie bars are evenly arranged on the lower rigid retaining wall body. A wall heel of a foundation of the retaining wall extends backwards to the edge of a stable soil body, vertical reinforcing piles are arranged at the bottom of the retaining wall, the horizontal ribbing bodies are laid in the filling materials behind the retaining wall, the wall toe of the retaining wall is filled back with a wall foot pressing soil body, and vertical ribbing bodies are vertically arranged at the connection position between the filling materials behind the retaining wall and an original soil body. The retaining wall structurally combines the advantages of a rigid retaining wall and the advantages of a soft retaining wall, achieves ecological slope protection, reduces pressure of soil behind the retaining wall, enhances structural integrity and has good technical and economical benefits.

Description

technical field [0001] The invention relates to a retaining wall structure, in particular to a three-dimensionally reinforced rigid-flexible composite ecological retaining wall with a flexible ecological retaining wall at the upper part and a rigid retaining wall at the lower part, good overall stability and three-dimensional three-dimensional reinforcement and construction methods. It belongs to the field of basic engineering and is suitable for retaining wall engineering of highways, railways, water conservancy, construction and other projects. Background technique [0002] A retaining wall is a structure that supports roadbed fill or hillside soil and prevents the deformation and instability of the fill or soil. It has been widely used in the retaining structure engineering of highways, railways, water conservancy, construction and other projects. [0003] Retaining walls are generally divided into two categories: rigid retaining walls and flexible retaining walls accord...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D29/02
Inventor 吴金兴吴晓斌吴晓峰
Owner SHENZHEN FUTIAN JIANAN CONSTR GRP
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