CN202830879U - Ecological concrete bank protection block - Google Patents

Ecological concrete bank protection block Download PDF

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Publication number
CN202830879U
CN202830879U CN 201220561719 CN201220561719U CN202830879U CN 202830879 U CN202830879 U CN 202830879U CN 201220561719 CN201220561719 CN 201220561719 CN 201220561719 U CN201220561719 U CN 201220561719U CN 202830879 U CN202830879 U CN 202830879U
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CN
China
Prior art keywords
concrete structure
structure layer
layer
eco
porous concrete
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Expired - Fee Related
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CN 201220561719
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Chinese (zh)
Inventor
陈飞勇
沈建华
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WUHAN CTI-CRSRI ENGINEERING & ENVIRONMENT CO., LTD.
Original Assignee
GUANGZHOU SITE ENVIRONMENT TECHNOLOGY Co Ltd
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Priority to CN 201220561719 priority Critical patent/CN202830879U/en
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Publication of CN202830879U publication Critical patent/CN202830879U/en
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Abstract

The utility model discloses an ecological concrete bank protection block which comprises a body which is composed of a multi-hole concrete structural layer and a plant fibre layer which is covered on the multi-hole concrete structural layer. The ecological concrete bank protection block is characterized in that protrusion edges are formed on the top of the multi-hole concrete structural layer. The ecological concrete bank protection block has the advantages that at first, the protrusion edges are formed on the top of the multi-hole concrete structural layer, water and soil loss resistance is increased, anti-scouring performance is strong, slipping of cover soil is effectively prevented, the bank protection block is beneficial for plants to growing, secondly, through holes are formed in the top of the body, the covered soil keeps contacted with the natural ground, covered soil water balance is kept, the plants are beneficial to recovering, once more, protrusion blocks are arranged on the side face of the multi-hole concrete structural layer, in the process of use, a gap is formed between the multi-hole concrete structural layer and the plant fiber layer, and the water balance between the covered soil and the natural ground is improved.

Description

A kind of eco-concrete Revetment block
Technical field
The utility model relates to a kind of Revetment block, relates in particular to a kind of eco-concrete Revetment block.
Background technology
People a long time ago the river course build with transformation process in just know with stone and build on river levee or riverbank, anti-sealing washes away river levee or riverbank, reduces the husky loss of soil, so that river levee is firmer.Along with the development in epoch, in the engineering of building or transform the river course, many meetings are according to the soil property on river levee or riverbank now, environment around reaching is selected suitable Revetment block, in the present eco-concrete type shore protection, a little less than its erosion resistibility, the landing that overburden soil is easy, plant survival rate is low, poor growth.
Utility model patent such as China Patent No. CN200920302586.1, the day for announcing is on March 10th, 2010, a kind of plant fiber composite fiber porous concrete building block is disclosed, comprise basic unit and top layer, described basic unit is fiber multihole concrete structure layer, and described top layer is plant fiber layer, and the upper and lower side of building block respectively is provided with fixture block, at least one side of the root of described fixture block is provided with the button bit of indent, and the fixture block by upper and lower side between the adjacent block embeds mutually installation.Can prevent to a certain extent in the technique scheme that building block from coming off, and improve water retention and the aeration of building block, but the solid native ability of this kind building block, the easy landing of overburden soil, erosion resistibility is poor, is unfavorable for the growth of plant.
The utility model content
Technical problem to be solved in the utility model is to overcome the deficiency of above-mentioned prior art, provide a kind of simple in structure, erosion resistibility strong, be conducive to plant growth, be applicable to a kind of ecological revetment piece of the slope protection in river and lake.
The main technical schemes that the eco-concrete Revetment block that provides according to the utility model adopts is: comprise body, described body is made of porous concrete structure layer and the plant fiber layer that covers on the described porous concrete structure layer, and the top of described porous concrete structure layer is formed with fin.
The eco-concrete Revetment block that the utility model provides also adopts following attached technical scheme:
Be formed with groove between two adjacent described fins, the cross section of described groove and described fin is trapezoidal.
The cross section of described plant fiber layer is waveform.
The top of described body is provided with through hole, and described through hole is located on the described fin.
The side of described porous concrete structure layer is provided with projection.
The side of described porous concrete structure layer is provided with handle.
Described handle is made of a reinforcing bar that is embedded in the described porous concrete structure layer.
Described fin height is 2:3 with the ratio of described porous concrete structure layer thickness.
Described porous concrete structure layer is 1:15 with the ratio of the thickness of described plant fiber layer.
Described plant fiber layer is coconut fiber layer.
The eco-concrete Revetment block that provides according to the utility model compared with prior art has following advantage: 1, the utility model is combined by porous concrete structure layer and plant fiber layer, the water retention of string and the water permeability of porous concrete interact, and can promote plant to recover sooner growth; 2, form fin by the top at the porous concrete structure layer, can strengthen the soil erosion resistance, erosion resistibility is strong, can effectively prevent the landing of overburden soil, is conducive to plant growth; 3, offer through hole in bodies top, so that keep in touch in earthing and natural ground, keep the water balance of earthing, be conducive to vegetation recovery; 4, in porous concrete structure layer side projection is set, when concrete the use, so that form the gap between every layer of the utility model, has again improved the water balance between earthing and natural ground.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is top view of the present utility model.
Fig. 3 is the sectional view of A-A among Fig. 2.
Fig. 4 is front view of the present utility model.
Fig. 5 is use state diagram of the present utility model.
The specific embodiment
Referring to Fig. 1 to Fig. 4, the embodiment of the eco-concrete Revetment block that provides according to the utility model, comprise body, described body is made of porous concrete structure layer 1 and the plant fiber layer 2 that covers on the described porous concrete structure layer 1, and the top of described porous concrete structure layer 1 is formed with fin 11.The utility model adopts porous concrete structure layer 1 and plant fiber layer 2 to combine, and the water retention of string and the water permeability of porous concrete interact, and can promote plant to recover sooner growth; Plant fiber layer 2 in the present embodiment covers the top of described porous concrete structure layer 1 uniformly, the fin of the body surface that makes is more obvious, can strengthen the soil erosion resistance when specifically using, and erosion resistibility is strong, can effectively prevent the landing of overburden soil, be conducive to plant growth.
Referring to Fig. 1 to Fig. 5, according to above-described embodiment of the present utility model, be formed with groove 14 between two adjacent described fins 11, described groove 14 is trapezoidal with the cross section of described fin 11.This kind structure so that the surface of body when earthing, earthing more easily fills up groove 14, helps plant growth and is attached to body surface.
Referring to Fig. 1 and Fig. 3, according to above-described embodiment of the present utility model, the cross section of described plant fiber layer 2 is waveform.Plant fiber layer 2 is to cover uniformly on the porous concrete structure layer 1 in the present embodiment, because the top of porous concrete structure layer 1 is formed with fin 11, so that the cross section of plant fiber layer 2 is waveform.
Referring to Fig. 1 to Fig. 3, according to above-described embodiment of the present utility model, the top of described body is provided with through hole 3, and described through hole 3 is located on the described fin 11.The utility model is by offering through hole 3 in bodies top, through hole 3 penetrates plant fiber layer 2 and porous concrete structure layer 1, so that keep in touch in earthing and natural ground, keeps the water balance of earthing, is conducive to vegetation recovery; Through hole 3 is arranged on the fin 11 so that the groove 14 of body upper surface is interior and can stores more moisture, improve the water retention of body, be conducive to plant growth.
Referring to Fig. 1 to Fig. 4, according to above-described embodiment of the present utility model, the side of described porous concrete structure layer 1 is provided with projection 12.In porous concrete structure layer 1 side projection 12 is set, the utility model the utility model when using laying forms the gap between every row when using laying, again improved the water balance between earthing and natural ground.
Referring to Fig. 1, Fig. 2 and Fig. 4, according to above-described embodiment of the present utility model, the side of described porous concrete structure layer 1 is provided with handle 13.In the side of porous concrete structure layer 1 handle 13 is set; convenient carrying of the present utility model and putting; and in handling process, can better protect porous concrete structure layer 1 and plant fiber layer 2; avoid suffering external force to affect, cause the damage of 1 fracture of porous concrete structure layer or plant fiber layer 2.
Referring to Fig. 2, according to above-described embodiment of the present utility model, described handle 13 is made of a reinforcing bar 4 that is embedded in the described porous concrete structure layer.Side of the present utility model is provided with a plurality of handles 13, a plurality of handles 13 are embedded in porous concrete structure layer 1 interior formation after being bent for more than 4 time by a reinforcing bar, the setting of a plurality of handles 13 has not only made things convenient for the transportation carrying, secondly, by a plurality of handles 13 that a reinforcing bar 4 consists of, simple in structure, easy to process, bearing capacity is strong.
Referring to Fig. 1 to Fig. 4, according to above-described embodiment of the present utility model, described fin 11 height are 2:3 with the ratio of described porous concrete structure layer 1 thickness, in the situation that do not affect body intensity, improved the height of fin 11, improve the soil erosion resistance, can effectively prevent the landing of overburden soil, be conducive to plant growth.
Referring to Fig. 1 to Fig. 4, according to above-described embodiment of the present utility model, described porous concrete structure layer 1 is 1:15 with the ratio of the thickness of described plant fiber layer 2, is more conducive to water retention of the present utility model and water permeability and balances each other.
Referring to Fig. 1, according to above-described embodiment of the present utility model, described plant fiber layer 2 is coconut fiber layer.Cocoanut fiber is better than its property of water-bearing with the other plant Fiber Phase, and anti-corrosion property is strong, has greatly prolonged application life of the present utility model.
Step during the utility model Specific construction is: 1, according to the smooth ground of certain gradient; 2, can consider according to circumstances to add the immobilization materials such as geotextiles; 3, with body by establishing handle thereon, sling according to domatic gradient with crane; 4, body is laid on the fixed position; 5, repeat same operation, finish installation; 6, use native covering surfaces.

Claims (10)

1. an eco-concrete Revetment block comprises body, and described body is made of porous concrete structure layer and the plant fiber layer that covers on the described porous concrete structure layer, and it is characterized in that: the top of described porous concrete structure layer is formed with fin.
2. eco-concrete Revetment block according to claim 1, it is characterized in that: be formed with groove between two adjacent described fins, the cross section of described groove and described fin is trapezoidal.
3. eco-concrete Revetment block according to claim 1, it is characterized in that: the cross section of described plant fiber layer is waveform.
4. eco-concrete Revetment block according to claim 1, it is characterized in that: the top of described body is provided with through hole, and described through hole is located on the described fin.
5. eco-concrete Revetment block according to claim 1, it is characterized in that: the side of described porous concrete structure layer is provided with projection.
6. eco-concrete Revetment block according to claim 1, it is characterized in that: the side of described porous concrete structure layer is provided with handle.
7. eco-concrete Revetment block according to claim 6, it is characterized in that: described handle is made of a reinforcing bar that is embedded in the described porous concrete structure layer.
8. eco-concrete Revetment block according to claim 1, it is characterized in that: described fin height is 2:3 with the ratio of described porous concrete structure layer thickness.
9. eco-concrete Revetment block according to claim 1, it is characterized in that: described porous concrete structure layer is 1:15 with the ratio of the thickness of described plant fiber layer.
10. eco-concrete Revetment block according to claim 1, it is characterized in that: described plant fiber layer is coconut fiber layer.
CN 201220561719 2012-10-29 2012-10-29 Ecological concrete bank protection block Expired - Fee Related CN202830879U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220561719 CN202830879U (en) 2012-10-29 2012-10-29 Ecological concrete bank protection block

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Application Number Priority Date Filing Date Title
CN 201220561719 CN202830879U (en) 2012-10-29 2012-10-29 Ecological concrete bank protection block

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CN202830879U true CN202830879U (en) 2013-03-27

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532862A (en) * 2014-12-26 2015-04-22 北京东方园林股份有限公司 Tool and method for laying granular impermeable materials
CN109306677A (en) * 2018-11-21 2019-02-05 交通运输部天津水运工程科学研究所 A kind of waveform ecology shield beach structure
CN110042847A (en) * 2019-04-18 2019-07-23 通榆加亿科技环保建筑材料有限公司 A kind of roadbed slope protection construction uses concrete brick
CN111794182A (en) * 2020-06-12 2020-10-20 山东艺苑园林工程有限公司 Artificial lake seepage prevention structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532862A (en) * 2014-12-26 2015-04-22 北京东方园林股份有限公司 Tool and method for laying granular impermeable materials
CN109306677A (en) * 2018-11-21 2019-02-05 交通运输部天津水运工程科学研究所 A kind of waveform ecology shield beach structure
CN110042847A (en) * 2019-04-18 2019-07-23 通榆加亿科技环保建筑材料有限公司 A kind of roadbed slope protection construction uses concrete brick
CN111794182A (en) * 2020-06-12 2020-10-20 山东艺苑园林工程有限公司 Artificial lake seepage prevention structure
CN111794182B (en) * 2020-06-12 2021-11-16 山东艺苑园林工程有限公司 Artificial lake seepage prevention structure

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C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20171221

Address after: 430000 Department of internal medicine, the ninety thousand Party of the Yangtze River Science Academy, Wuhan, Hubei Province, 7 Building

Patentee after: WUHAN CTI-CRSRI ENGINEERING & ENVIRONMENT CO., LTD.

Address before: 510663 Guangdong city of Guangzhou province high tech Industrial Development Zone of Guangzhou Science City E301-306 skim Springs Road No. 3 Guangzhou international business incubator District E room

Patentee before: Guangzhou Site Environment Technology Co., Ltd.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130327

Termination date: 20201029

CF01 Termination of patent right due to non-payment of annual fee