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Greening road shoulder soil-retaining component and construction method thereof

A construction method and component technology, applied in infrastructure engineering, botanical equipment and methods, roads, etc., can solve problems such as unsatisfactory greening effect, limited size of planting holes, and anchor plate does not have greening characteristics, so as to achieve the purpose of preventing the wall The effect of back soil loss and easy sustainable supply

Pending Publication Date: 2019-04-30
ZHEJIANG COMM CONSTR GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the service life of the steel gabion is limited, and the cost of the galvanized steel gabion technology is quite expensive according to my country's national conditions.
[0005] On April 14, 2004, Cheng Weiguo proposed a kind of "retaining block". The retaining wall made of this block has good inter-embedding and can resist good load impact, but the surface wall does not have the characteristics of greening
[0006] On December 30, 2004, Japan Okasan Libigu Co., Ltd. proposed a "reinforced soil retaining wall with anchor plate for slope consolidation", but the anchor plate does not have the characteristics of greening
[0009] On June 30, 2006, "a kind of ecological retaining wall that can be greened" was proposed, which is mainly used for greening the excavated slope retaining wall. This structure has good safety and durability, but the masonry traces of slope protection need to be further optimized
[0010] On September 3, 2007, Cheng Weiguo proposed "a planting type soil retaining block". The L-shaped undercuts on the adjacent retaining blocks form an overall concave structure, and there is a small vegetation hole under the block for greening. However, due to the size limitation of the vegetation hole, the greening effect is still not ideal according to the implementation situation.
But the cost of materials is relatively high, and the cost is expensive

Method used

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  • Greening road shoulder soil-retaining component and construction method thereof
  • Greening road shoulder soil-retaining component and construction method thereof
  • Greening road shoulder soil-retaining component and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0045] Such as image 3 As shown, in the actual use process, firstly, the bottom plate 4 is buried in the foundation 2 where the earth retaining member needs to be provided, and a plurality of uprights 5 are fixed on the bottom plate 4, and buttresses 9 are set between the uprights 5 and the bottom plate 4; The buttress 9, the base plate 4 and the column 5 are usually manufactured by prefabrication, and the base plate 4 and the column 5 are fixed by bolts. When the base plate 4 is uneven in the foundation 2, the on-site construction lofting is carried out to level the foundation 2. According to the requirements of the structural design drawing, the reinforcement cages of the base plate 4, the column 5 and the buttress 9 are bound, and the reinforcement cage is erected. The bottom plate 4 and the column 5 have better stability, ensuring that the soil retaining effect on the roadbed fill 3 can be realized even when the foundation 2 is uneven.

[0046] The height of the buttress 9...

Embodiment 2

[0055] Such as Figure 4 As shown, Example 2 is based on Example 1, when the height of the pavement structure layer 1 and roadbed fill 3 is low, the strength of the soil retaining member composed of the column 5, the bottom plate 4 and the grid baffle 13 meets the actual needs When the retaining strength is high, there is no need to add buttresses 9, thereby reducing the production cost of the retaining member and improving the construction efficiency of the retaining member.

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PUM

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Abstract

The invention relates to a greening road shoulder soil-retaining component. The greening road shoulder soil-retaining component comprises a bottom plate and upright columns; the upright columns are fixedly connected with the bottom plate; a plurality of grooves which are arranged slantways are formed in the side surfaces of the upright columns; grid baffles matched with the grooves are arranged inthe grooves; a plurality of grid baffles are arranged between the adjacent upright columns; the plurality of grid baffles are paved along the height direction of the upright columns in a layered way;a greening groove is formed between the adjacent grid baffles; a buttress is arranged between the bottom plate and the upright columns; a reserved pore channel through which an anchor rope can pass is formed in the upright columns and the buttress; due to combined assembling of the bottom plate, the upright columns, the buttress and the slantways arranged grid baffles, a series of opening flowerpot structures can be formed on a vertical slope; furthermore, each layer of inclined inserting plate realizes a continuous and closed soil-retaining function and loss of wall back soil can be avoided;meanwhile, the grid baffles are arranged layer by layer, each flowerpot structure on the outer vertical surface of the soil-retaining assembly can be communicated with the wall back soil in a breathing way, and soil water and nutrients in the flowerpot can be supplied continuously.

Description

technical field [0001] The invention belongs to the technical field of civil engineering, and in particular relates to a greenable road shoulder soil retaining component and a construction method thereof. Background technique [0002] At present, in the construction of construction, transportation, and landscape engineering, a large number of technical problems of slope support are involved. With the increasing awareness of environmental protection and ecological protection, the greening technology of masonry retaining structures such as traditional concrete and mortar block rubble has attracted more and more attention, and great progress has been made. However, for the vertical protection, because the slope rate is restricted by the terrain, the masonry retaining wall is still the main body of the "whitening" of the slope toe protection, and the greening treatment is very difficult. Therefore, it is very important how to let the vertical protection project leave a "breatha...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D29/02E01C3/00A01G9/02
CPCA01G9/02E01C3/00E02D29/02E02D29/0233
Inventor 朱益军黄天元涂杰文邵明利丁海军张海鹏赵明杰
Owner ZHEJIANG COMM CONSTR GRP CO LTD