CN209703531U - A kind of highway code block slope planting structure - Google Patents
A kind of highway code block slope planting structure Download PDFInfo
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- CN209703531U CN209703531U CN201920410224.8U CN201920410224U CN209703531U CN 209703531 U CN209703531 U CN 209703531U CN 201920410224 U CN201920410224 U CN 201920410224U CN 209703531 U CN209703531 U CN 209703531U
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Abstract
The utility model discloses a kind of highway codes to build slope planting structure, is related to slope greening field comprising stone layer, stone layer are equipped with stiffening frame；Stiffening frame includes six roots of sensation skeleton and six roots of sensation reinforcing bar；Skeleton includes inserted link and gear stone portion, and gear stone portion is equipped with the jack that sectional area is end reinforced 1.5 times or more, end reinforced that elastic filler is equipped between jack；Metal mesh and soil moved in improve the original layer are equipped with above stiffening frame.Highway code provided by the utility model builds slope planting structure, and structural stability is good, and soil moved in improve the original layer is not easy to slide after construction, and the risk on landslide is greatly reduced.
Description
Technical field
The utility model relates to slope greening fields more particularly to a kind of highway code to build slope planting structure.
Background technique
In current large-scale engineering process of construction, ecological afforestation engineering technology is greatly developed, especially high
In fast highway planting engineering, by vast scientific research and the discussion of engineering staff and practice, many new greening techniques are developed, such as
Soil environmental protection repair process device technique, highway shield soil structure etc..These technologies overcome the list of Traditional project technology
One property and inefficiencies, realize the combination of ecological afforestation and highway.However, the prior art is mostly only directed to newly
In the research and development and technological innovation of material, shorter mention to highway code builds the technical study and utilization of side slope.
When carrying out side slope code block at present, hard stone code of the stone application partial size greater than 35cm that code is built is built, and stone is as far as possible
Rule, code masonry block are close to as far as possible, are closely knit, without obvious cavity, absent-mindedness phenomenon.Although can all carry out nailing when being laid with metal mesh
With the fixation of assistant metal net, but due to the firm deficiency of rock layer, it still will appear the case where nail slides in stone, cause
The soil moved in improve the original layer on upper layer also will appear offset, and offset is built up to a certain degree, and the risk on landslide is also just gradually increased, and there are safety
Hidden danger.
Utility model content
The purpose of the utility model is to provide a kind of highway codes to build slope planting structure, and structural stability is good, visitor
Soil layer is not easy to slide, and the risk on landslide is greatly reduced.
To achieve the above object, the utility model provides a kind of highway code block slope planting structure, including stone layer,
The stone layer is equipped with multiple hexagonal stiffening frames；Each stiffening frame includes six roots of sensation skeleton and the six roots of sensation for connecting
The reinforcing bar of adjacent skeleton in same stiffening frame；Skeleton includes that the inserted link of lower part and at least two of portion disposed thereon keep off stone portions,
Gear stone portion end protrudes from the side wall of inserted link, and it is 1.5 times of end reinforced sectional area or more that sectional area is equipped in each gear stone portion
Jack, it is end reinforced be located at the jack in and between the two be equipped with elastic filler；Above stiffening frame from the bottom to top according to
It is secondary to be equipped with metal mesh and soil moved in improve the original layer.
The jack is located on the top surface in gear stone portion as a further improvement of the utility model, and reinforcing bar includes being located at it
The bending part at both ends, the bending part are plugged in the jack, are filled with the elastic filler between the two；It is each to add
Gu apical side height of the upper level of stone layer not higher than gear stone portion in frame.
As the further improvement of the utility model, the free state of the reinforcing bar is arc-shaped.
As the further improvement of the utility model, the skeleton further includes the pillar being connected to above gear stone portion, should
Pillar passes through the grid on metal mesh from the bottom up.
As the further improvement of the utility model, the top of the pillar is higher than the middle part of soil moved in improve the original layer.
As the further improvement of the utility model, be all provided on each skeleton there are three keep off stone portion, described three
The axis that stone portion is kept off around inserted link is uniformly distributed.
Beneficial effect
Compared with prior art, the highway code of the utility model builds the advantages of slope planting structure are as follows:
1, the inserted link of skeleton and gear stone portion are inserted on stone layer, can be to adding since gear stone portion protrudes from inserted link side wall
Gu the building stones at six angles play certain restriction effect in frame.The building stones at six angles are by after limiting displacement, in stiffening frame
Building stones by middle section are then not easy building stones sliding occur also by multidirectional limit, occur to reduce top soil moved in improve the original layer
The probability of sliding.When skeleton, which is inserted in, connects reinforcing bar on stone layer, it is difficult to accomplish to ensure that spacing is exactly accurate between each skeleton, and
By allowing the jack sectional area in gear stone portion to be 1.5 times of end reinforced sectional area or more, can facilitate end reinforced into gear stone portion
On jack in, it is easy for installation.Meanwhile after the completion of reinforcing bar is connected with skeleton, due to end reinforced slotting with skeleton gear stone portion
What is filled between hole is elastic filler, even if slope surface has part deformation after work progress or completion, can also allow that reinforcing bar end
Portion carries out a degree of movement in jack, reduces pressure between the two or pulling force, reduces the risk that structure is destroyed.
2, bending part is plugged in the jack in gear stone portion, and the upper level of stone layer is not higher than in each stiffening frame
The apical side height in stone portion is kept off, then reinforcing bar forms metal mesh and supports, and metal mesh is located at stiffening frame centre position in soil moved in improve the original base
It is sunk under the gravity of material to stone layer upper surface, the entire metal mesh of slope surface forms the recessed structure of part convex portion, then
Soil moved in improve the original layer bottom surface also constitutes rough structure, further decreases soil moved in improve the original layer and the probability slid occurs, improves its stable structure
Property.
3, the free state of reinforcing bar is arc-shaped, then after connecting framework, entire hexagon stiffening frame has certain quilt
The surplus compressed or be stretched, overall structure have a degree of elasticity, certain stiffening frames are avoided to go out because of unbalance stress
The case where existing local plastic deformation.
4, the pillar on skeleton passes through the grid on metal mesh from the bottom up, and the grid width of metal mesh is pillar width
1.5-1.7 times or so, positioning action can be played to metal mesh, metal mesh is not easy to slide.And pillar also can be to soil moved in improve the original layer
Play position-limiting action.
5, three gear stone portions are uniformly distributed around the axis of inserted link on skeleton, then two adjacent stiffening frames can be allowed to share a side
Edge allows the stiffening frame of entire side slope in honeycomb structure.
Through the following description and in conjunction with the attached drawings, the utility model will become more fully apparent, these attached drawings are for explaining this
The embodiment of utility model.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the top view of stiffening frame；
Fig. 2 is the connection schematic diagram of stiffening frame middle skeleton and reinforcing bar；
Fig. 3 is the perspective view of skeleton；
Fig. 4 is the side view of reinforcing bar；
Fig. 5 is the schematic diagram that multiple stiffening frames constitute honeycomb structure；
Fig. 6 is that metal mesh is laid on the top view on stiffening frame；
Fig. 7 is the section partial schematic diagram that highway code builds slope planting structure.
Specific embodiment
The embodiments of the present invention are described referring now to the drawings.
Embodiment
Specific embodiment of the present utility model is as shown in Figures 1 to 7, a kind of highway code block slope planting structure,
Including stone layer 1, stone layer 1 is equipped with multiple hexagonal stiffening frames 2；Each stiffening frame 2 includes that the six roots of sensation is inserted into stone
The skeleton 3 and the six roots of sensation of the bed of material 1 are used to connect the reinforcing bar 4 of adjacent skeleton 3 in same stiffening frame 2；Skeleton 3 includes the inserted link of lower part
31 and portion disposed thereon at least two gear stone portions 32, gear 32 end of stone portion protrudes from the side wall of inserted link 31, each gear stone portion 32
On be equipped with the jack 33 that sectional area is 4 end cross-sectional of reinforcing bar product 1.5 times or more, 4 end of reinforcing bar is located at that jack 33 is interior and the two
Between be equipped with elastic filler 5.2 top of stiffening frame is successively arranged metal mesh 6 and soil moved in improve the original layer 7 from the bottom to top.Elastic filler 5
It can be plastic foam, PE foam or EVA foam.Metal mesh 6 is zinc-plated steel mesh.It can planting plants on soil moved in improve the original layer 7.Skeleton 3 is
Metal material.
Jack 33 is located on the top surface in gear stone portion 32, and reinforcing bar 4 includes the bending part 41 positioned at its both ends, and bending part 41 plugs
In jack 33, it is filled with elastic filler 5 between the two.The upper level of stone layer 1 is not higher than in each stiffening frame 2
Keep off the apical side height in stone portion 32.
The free state of reinforcing bar 4 is arc-shaped.In the present embodiment, 4 free state of reinforcing bar be in minor arc, 4 both ends of reinforcing bar it is opposite
Deflection angle is between 2-5 °.
Skeleton 3 further includes the pillar 34 for being connected to 32 top of gear stone portion, which passes through on metal mesh 6 from the bottom up
Grid.The top of pillar 34 is higher than the middle part of soil moved in improve the original layer 7.
It is all provided on each skeleton 3 there are three stone portion 32 is kept off, three gear stone portions 32 are uniformly distributed around the axis of inserted link 31.Two adjacent
Stiffening frame 2 shares an edge, allows the stiffening frame of entire side slope in honeycomb structure.
Slope planting structure is built to make above-mentioned highway code, highway code builds slope planting structure construction technology
The following steps are included:
1) slope surface treatment is carried out, more smooth stone layer 1 is formed；
2) interval of skeleton 3 is inserted on the stone layer 1 of slope surface, and reinforcing bar 4 is protruded into the jack 33 for keeping off stone portion 32；
3) elastic filler 5 is injected into jack 33, elastic filler 5 makes skeleton 3 be fixedly connected with structure with reinforcing bar 4 after solidifying
At stiffening frame 2；
4) after being laid with metal mesh 6 above the stiffening frame 2, then soil moved in improve the original substrate of being sowed grass seeds by duster on metal mesh 6 with air compressor machine is formed
Soil moved in improve the original layer 7.Soil moved in improve the original substrate includes by vernalization treated seed, further includes peat soil after sieving, yellow mud, fertile soil, viscous
Connect the mixing material of agent, fiber, slow-release compound fertilizer, water-retaining agent after mixing evenly.It sows grass seeds by duster with a thickness of 6-10cm.
When being laid with metal mesh 6, the pillar 34 of 32 top of gear stone portion is allowed to pass through the grid on metal mesh 6.In stiffening frame 2
Reinforcing bar 4 metal mesh 6 formed support, and metal mesh 6 is located at the intermediate position of stiffening frame 2 under the gravity of soil moved in improve the original substrate
It sink to 1 upper surface of stone layer.The entire metal mesh 6 of slope surface forms the recessed structure of part convex portion, then soil moved in improve the original layer bottom surface
Rough structure is constituted, soil moved in improve the original layer is further decreased and the probability slid occurs, improve its structural stability.
Combine most preferred embodiment that the utility model is described above, but the utility model is not limited to above take off
The embodiment shown, and modification, equivalent combinations that various essence according to the present utility model carry out should be covered.
Claims (6)
1. a kind of highway code builds slope planting structure, including stone layer (1), which is characterized in that set on the stone layer (1)
There are multiple hexagonal stiffening frames (2)；Each stiffening frame (2) includes the skeleton (3) and six of six roots of sensation insertion stone layer (1)
Root is used to connect the reinforcing bar (4) of adjacent skeleton (3) in same stiffening frame (2)；Skeleton (3) includes inserted link (31) and the position of lower part
At least two gears stone portion (32) to its upper, gear stone portion (32) end protrude from the side wall of inserted link (31), each gear stone portion
(32) jack (33) that sectional area is 1.5 times of reinforcing bar (4) end cross-sectional product or more is equipped on, reinforcing bar (4) end is located at described
In jack (33) and between the two equipped with elastic filler (5)；It is successively arranged metal mesh from the bottom to top above stiffening frame (2)
(6) and soil moved in improve the original layer (7).
2. a kind of highway code according to claim 1 builds slope planting structure, which is characterized in that the jack (33)
On the top surface of gear stone portion (32), reinforcing bar (4) includes the bending part (41) positioned at its both ends, and the bending part (41) is plugged in
In the jack (33), it is filled with the elastic filler (5) between the two；The interior stone layer of each stiffening frame (2) (1)
Apical side height of the upper level not higher than gear stone portion (32).
3. a kind of highway code according to claim 2 builds slope planting structure, which is characterized in that the reinforcing bar (4)
Free state it is arc-shaped.
4. a kind of highway code according to claim 2 builds slope planting structure, which is characterized in that the skeleton (3)
It further include the pillar (34) being connected to above gear stone portion (32), which passes through the grid on metal mesh (6) from the bottom up.
5. a kind of highway code according to claim 4 builds slope planting structure, which is characterized in that the pillar (34)
Top be higher than soil moved in improve the original layer (7) middle part.
6. a kind of highway code according to claim 1 builds slope planting structure, which is characterized in that each skeleton
(3) it is all provided on there are three stone portion (32) are kept off, three gears stone portion (32) are uniformly distributed around the axis of inserted link (31)；Two adjacent reinforcings
Frame (2) shares an edge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920410224.8U CN209703531U (en) | 2019-03-28 | 2019-03-28 | A kind of highway code block slope planting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920410224.8U CN209703531U (en) | 2019-03-28 | 2019-03-28 | A kind of highway code block slope planting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209703531U true CN209703531U (en) | 2019-11-29 |
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ID=68646040
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920410224.8U Active CN209703531U (en) | 2019-03-28 | 2019-03-28 | A kind of highway code block slope planting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209703531U (en) |
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2019
- 2019-03-28 CN CN201920410224.8U patent/CN209703531U/en active Active
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