CN206635717U - A kind of riverbank ecology retaining wall - Google Patents

A kind of riverbank ecology retaining wall Download PDF

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Publication number
CN206635717U
CN206635717U CN201720295154.7U CN201720295154U CN206635717U CN 206635717 U CN206635717 U CN 206635717U CN 201720295154 U CN201720295154 U CN 201720295154U CN 206635717 U CN206635717 U CN 206635717U
Authority
CN
China
Prior art keywords
gabion
metal net
net mask
layer
riverbank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201720295154.7U
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Chinese (zh)
Inventor
邹巨龙
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Smart Environment Technology Co Ltd
Original Assignee
Guangzhou Smart Environment Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangzhou Smart Environment Technology Co Ltd filed Critical Guangzhou Smart Environment Technology Co Ltd
Priority to CN201720295154.7U priority Critical patent/CN206635717U/en
Application granted granted Critical
Publication of CN206635717U publication Critical patent/CN206635717U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of riverbank ecology retaining wall, gabion baffling including being arranged on riverbank side, the wall top of the gabion baffling is less than the ordinary water level on riverbank, the top of gabion baffling is connected to grouts rock layers higher than riverbank ordinary water level, the gabion baffling is formed by more than two layers of gabion layer stackup, every layer of gabion layer includes multiple gabion components being arranged side by side, if the gabion component is included positioned at outside metal net mask and the dry stone fill in metal net mask, the upper surface of each metal net mask is provided with groove, lower surface is provided with projection, the mutually embedded cooperation of projection of the groove of the metal net mask on upper strata and lower metal guard, in the groove for grouting the metal net mask that rock layers are embedded in top, plant cover concrete is additionally provided with each gabion component.The utility model can extend retaining wall service life, separately can also enable whole retaining wall itself and with outside facility combine closely.The utility model can be applied to the structure of riparian ecosystem.

Description

A kind of riverbank ecology retaining wall
Technical field
Environmentally friendly water conservancy engineering field is the utility model is related to, more particularly to a kind of riverbank ecology retaining wall.
Background technology
The conventional structure type of retaining wall for riverbank two sides is gravity retaining wall and counterfort retaining wall, both Retaining wall is unfavorable for the plant growth in river course, therefore the less use in ecological riverway.It is most of to use lattice guest's earth-retaining Wall, plant can grow in the hole position of rockfilling in the gabion for forming lattice guest's retaining wall and grow the water surface or in water tumor growth. However, current lattice guest retaining wall has two deficiencies, one be gabion switching performance it is insecure;On the other hand, gabion one As surrounded by wire netting, wire netting be exposed in malaria easily because expose to the weather and burn into damage, influence gabion Life-span.
Utility model content
In order to solve the above problems, the purpose of this utility model is to provide a kind of riverbank ecology retaining wall, connects inside it Connect firmly, service life length.
Technical scheme is used by the utility model:
A kind of riverbank ecology retaining wall, including the gabion baffling of riverbank side is arranged on, the wall top of the gabion baffling is low Ordinary water level in riverbank, the top of gabion baffling are connected to the rock layers that grout higher than riverbank ordinary water level, and the gabion baffling is by two layers Gabion layer stackup above forms, and every layer of gabion layer includes multiple gabion components being arranged side by side, and the gabion component includes position If it is provided with groove, lower surface in the metal net mask of outside and the dry stone fill in metal net mask, the upper surface of each metal net mask Provided with projection, the groove of the metal net mask on upper strata and the mutually embedded cooperation of the projection of lower metal guard, grout rock layers and be embedded in In the groove of the metal net mask of top, plant cover concrete is additionally provided with each gabion component.
As further improvement of the utility model, the top of the metal net mask is provided with plant cover concrete layer, the plant The top rockfilled is covered in by concrete layer.
As further improvement of the utility model, the inside of the metal net mask, which is provided with, cultivates layer, the cultivation layer position It is divided into below plant cover concrete layer and by rockfilling in metal net mask and is cultivating upper and lower two layers above layer with lower section.
As further improvement of the utility model, the layer of cultivating includes aperture plate, the greening coagulation being filled in aperture plate Soil and the soil for the band grass-seed being filled in aperture plate, the surrounding of aperture plate is connected to metal net mask inwall and the mesh number of aperture plate is more than The mesh number of metal net mask.
As further improvement of the utility model, two layers of cultivation layer from high to low is provided with metal net mask.
As further improvement of the utility model, each metal net mask includes body and the square being hinged with body, The groove is located on square, and the projection is located at body bottom.
As further improvement of the utility model, rockfilling in metal net mask and gap filling bankets between rockfilling.
The beneficial effects of the utility model are:Gabion baffling of the present utility model is entirely located in below the ordinary water level of riverbank and soaked It will not be exposed to not in water, during its normal use in air, therefore extend service life to a certain extent, in addition, slurry Stone-laying layer, the upper strata gabion layer of retaining wall, lower floor's gabion layer are coordinated by corresponding raised and groove inlay card so that two layers of gabion Connection of the connection and gabion layer of layer with grouting rock layers more fastens, and whole retaining wall can combine closely.
Brief description of the drawings
The utility model is further illustrated with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of retaining wall;
Fig. 2 is the outside schematic diagram of gabion component;
Fig. 3 is the schematic internal view of gabion component.
Embodiment
Riverbank ecology retaining wall as shown in Figure 1 to Figure 3, including the gabion baffling 100 of riverbank side is arranged on, gabion gear The wall top of wall 100 is less than the ordinary water level on riverbank, and the top of gabion baffling 100 is connected to grouts rock layers 200 higher than riverbank ordinary water level. Grouting rock layers 200 and can both make various stone shape more than the water surface, increases the aesthetic property of retaining wall, can also make top Hold level with both hands straight, make it while stop, walk for people as a part for embankment.
Described gabion baffling 100 is formed by more than two layers of gabion layer stackup, the embodiment in Fig. 1 by trilaminate and Into, actually always according to riverbank depth set more layers.In general the gabion slice width degree positioned at bottom is larger, i.e. its edge Distance apart from river course center is shorter, and each gabion layer successively decreases successively under as upper width.
Every layer of above-mentioned gabion layer includes multiple gabion components 1 being arranged side by side along riverbank bearing of trend, each gabion structure If part 1 includes rockfilling and filling out in outside metal net mask 11 and the dry stone fill 2 in metal net mask 11, metal net mask 11 Gap filling is banketed between stone, and plant cover concrete is additionally provided with each gabion component 1.Due to whole 100 equal position of gabion baffling Below water level, therefore, all metal net masks will not expose to air, i.e., will not the rain of wind for a long time shine, also can be in humidity Air in be corroded, slow down its aging.Moreover, metal net mask is laminated tight and is located in water body by stone masonry, effectively Metal is prevented to be stolen.Above-mentioned plant cover concrete provides the environment of aquatile growth and breeding.
In embodiment, the upper surface of each metal net mask 11 is provided with groove 3, and lower surface is provided with projection 4.On as shown in figure 1, The groove 31 of the metal net mask of layer and the mutually embedded cooperation of the projection 41 of lower metal guard, so as to upper and lower two metal net masks And corresponding gabion component positioning combination can obtain more close on the width on riverbank, will not slide between the two Move.In the groove 32 for the metal net mask that the bottom for grouting rock layers 200 is embedded in top, kept off so as to grout rock layers 200 with gabion The connection of wall 100 is also more firm.In order to further enhance the reliability of the position in riverbank of gabion baffling 100, positioned at most bottom Projection 42 in the metal net mask of layer is embedded in the groove of river bed 300, and the groove can be dug in advance before construction.
Single gabion component 1 is illustrated below.
Referring to figs. 2 and 3 the top of the metal net mask 11 of each gabion component 1 is provided with plant cover concrete layer 12, and vegetation mixes Solidifying soil layer 12 be covered in rockfill 2 top, facilitate water plant takes root growth.
It is further preferred that the inside of metal net mask 11, which is additionally provided with, cultivates layer 13, cultivate layer 13 and be located at plant cover concrete layer 12 lower sections simultaneously will rockfill 2 points as upper and lower two layers above cultivation layer 13 with lower section in metal net mask 11.User can train Educate and cultivate plant in layer 13 in advance, plant grows naturally after gabion component 1 is put into water.
Described cultivation layer 13 includes aperture plate 131, the green concrete 132 being filled in aperture plate 131 and is filled in grid The soil of band grass-seed in net 131, the surrounding of aperture plate 131 upwardly extend to form cup-shaped and be connected on the inwall of metal net mask 11, The mesh number of the aperture plate 131 is more than the mesh number of metal net mask 11.The design of aperture plate 131 ensure that the mobility of water body, and grid The mesh of net 131 is small compared with the mesh of metal net mask 11, prevents the loss of green concrete 132, soil to a certain extent, therefore The cultivation layer 13 of aperture plate 131 is provided with to increase soil conservation ability, is easy to plant growth.
It is further preferred that above-mentioned cultivation layer 13 has two layers, it is sequentially arranged from high to low in metal net mask 11, two It is three-decker that layer, which is cultivated layer 13 and will rockfilled 2 points,.
On the basis of above example, each metal net mask 11 includes body 111 and the square being hinged with body 111 112, groove 3 is located on square 112, and projection 4 is located at the bottom of body 111.User by gabion component 1 it is overall be put into water body before, By open square 112 by it is corresponding cultivation layer 13, rockfill 2 and plant cover concrete layer 12 be put into inside body 111;Can also be Layer 13 will be cultivated again in advance in river closure, after body 111 is put into, rockfill 2 and plant cover concrete layer 12 by suitable position Put in body 111, finally cover square 112;Then it is sequentially placed into the metal net mask 11 on upper strata.
Simply the utility model preferred embodiment described above, it is not formed to scope of protection of the utility model Limitation.

Claims (7)

1. a kind of riverbank ecology retaining wall, including it is arranged on the gabion baffling of riverbank side, it is characterised in that:The gabion baffling Wall top be less than the ordinary water level on riverbank, the top of gabion baffling is connected to the rock layers that grout higher than riverbank ordinary water level, the gabion gear Wall is formed by more than two layers of gabion layer stackup, and every layer of gabion layer includes multiple gabion components being arranged side by side, the gabion structure If part is included positioned at outside metal net mask and the dry stone fill in metal net mask, the upper surface of each metal net mask is provided with recessed Groove, lower surface are provided with raised, the groove of the metal net mask on upper strata and the mutually embedded cooperation of the projection of lower metal guard, stone masonry In the groove for the metal net mask that layer is embedded in top, plant cover concrete is additionally provided with each gabion component.
2. ecology retaining wall in riverbank according to claim 1, it is characterised in that:The top of the metal net mask is provided with vegetation Concrete layer, the plant cover concrete layer are covered in the top rockfilled.
3. ecology retaining wall in riverbank according to claim 2, it is characterised in that:The inside of the metal net mask, which is provided with, cultivates Layer, the cultivation layer are located at below plant cover concrete layer and are divided into rockfilling in metal net mask above cultivation layer and lower section Upper and lower two layers.
4. ecology retaining wall in riverbank according to claim 3, it is characterised in that:The cultivation layer includes aperture plate, is filled in The soil of green concrete and the band grass-seed being filled in aperture plate in aperture plate, the surrounding of aperture plate are connected to metal net mask inwall And the mesh number of aperture plate is more than the mesh number of metal net mask.
5. ecology retaining wall in riverbank according to claim 4, it is characterised in that:Two from high to low are provided with metal net mask Layer cultivates layer.
6. ecology retaining wall in riverbank according to any one of claim 1 to 5, it is characterised in that:Each metal net mask bag Include body and the square being hinged with body, the groove are located on square, the projection is located at body bottom.
7. ecology retaining wall in riverbank according to any one of claim 1 to 5, it is characterised in that:Filling out in metal net mask Stone and gap filling bankets between rockfilling.
CN201720295154.7U 2017-03-23 2017-03-23 A kind of riverbank ecology retaining wall Expired - Fee Related CN206635717U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720295154.7U CN206635717U (en) 2017-03-23 2017-03-23 A kind of riverbank ecology retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720295154.7U CN206635717U (en) 2017-03-23 2017-03-23 A kind of riverbank ecology retaining wall

Publications (1)

Publication Number Publication Date
CN206635717U true CN206635717U (en) 2017-11-14

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720295154.7U Expired - Fee Related CN206635717U (en) 2017-03-23 2017-03-23 A kind of riverbank ecology retaining wall

Country Status (1)

Country Link
CN (1) CN206635717U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109750631A (en) * 2019-01-30 2019-05-14 星景生态环保科技(苏州)有限公司 A kind of underwater Ecological Retaining Wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109750631A (en) * 2019-01-30 2019-05-14 星景生态环保科技(苏州)有限公司 A kind of underwater Ecological Retaining Wall

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

Granted publication date: 20171114