CN207130741U - A kind of precast concrete slope protecting components and protective slope structure - Google Patents
A kind of precast concrete slope protecting components and protective slope structure Download PDFInfo
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- CN207130741U CN207130741U CN201720795760.5U CN201720795760U CN207130741U CN 207130741 U CN207130741 U CN 207130741U CN 201720795760 U CN201720795760 U CN 201720795760U CN 207130741 U CN207130741 U CN 207130741U
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- protecting components
- slope
- slope protecting
- precast concrete
- inner fovea
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Abstract
The utility model discloses a kind of precast concrete slope protecting components and protective slope structure, the slope protecting components are centrifugation column structure, two end faces of the slope protecting components are step surface, the step surface includes protuberance and inner fovea part, the width of the protuberance is more than the width of inner fovea part, and two inner fovea part positions at slope protecting components both ends and size are corresponding.The protective slope structure is the grid-like structure that multiple slope protecting components are spliced into, and is provided with deformed bar in the endoporus of coaxial slope protecting components, the end of the deformed bar is fixed by anchoring piece.The utility model slope protecting components use exocentric structure, and intensity is high, and anti-freezing property is strong；Precast concrete slope protecting components coordinate post-stress reinforcing bar, strengthen bank protection intensity, and slope protecting components can be dismantled repeatedly, reuse；Slope protecting components can realize that structure is unified, be readily transported and construct；By the concrete perfusion into square hole or timber reinforcing can be played, strengthen stability and intensity, adapt to more geological conditions.
Description
Technical field
It the utility model is related to a kind of precast concrete slope protecting components and protective slope structure.
Background technology
At present, highway, high ferro, hillside and river course Deng Po faces, often need bank protection structure structure to collapse soil pressure to resist, often
The protective slope structure seen is mainly cast-in-place concrete structure and the storm pavement being staggeredly stacked.Cast-in-place concrete structure is mixed in construction
Solidifying soil has mobility, and dykes and dams have the gradient, and difficulty of construction is very big, tedious process, and construction cost is high, and operating efficiency is low, work
Cheng Zhiliang is difficult to ensure that, and can only be constructed in summer, and winter can not construct.Existing storm pavement protects low intensity, surely
Qualitative difference, and the shortcomings that anti-freezing property difference be present.
Utility model content
The utility model is directed to the proposition of problem above, and a kind of precast concrete slope protecting components of research and design and bank protection knot
Structure.The technological means that the utility model uses is as follows：
A kind of precast concrete slope protecting components, to centrifuge column structure, two end faces of the slope protecting components are step
Face, the step surface include protuberance and inner fovea part, and the width of the protuberance is more than the width of inner fovea part, slope protecting components both ends
Two inner fovea part positions and size it is corresponding.
A kind of precast concrete protective slope structure, including slope protecting components described in the utility model, multiple slope protecting components splicings
For grid-like structure, the protuberance of the slope protecting components loads the inner fovea part of adjacent and vertical slope protecting components, coaxial bank protection
Deformed bar is provided with the endoporus of component, the end of the deformed bar is fixed by anchoring piece.
Further, the width of the protuberance is more than the width of inner fovea part, makes four adjacent and vertical slope protecting components
Centre forms square hole, and concrete is perfused with the square hole.
Further, it is provided with timber in the square hole.
Further, turf or concrete brick are equipped with the grid of the protective slope structure.
Compared with the prior art, precast concrete slope protecting components and protective slope structure described in the utility model have following excellent
Point：
1. slope protecting components use exocentric structure, intensity is high, and anti-freezing property is strong；
2. precast concrete slope protecting components coordinate post-stress reinforcing bar, bank protection intensity, slope protecting components are further enhanced
It can repeatedly dismantle, reuse；
3. slope protecting components can realize that structure is unified, without distinguishing specification, it is readily transported and constructs；
4. by the concrete perfusion into square hole or timber reinforcing can be played, strengthen stability and intensity, adapt to more geology
Condition；
5. turf or concrete brick can be laid in grid structure, the effect checked winds and fixed drifting sand is further functioned as.
Brief description of the drawings
Fig. 1 is the structural representation of the slope protecting components described in the utility model embodiment.
Fig. 2 is Fig. 1 side view.
Fig. 3 is the structural representation of the protective slope structure described in the utility model embodiment.
Fig. 4 is the structural representation of the concrete brick described in the utility model embodiment.
Fig. 5 is Fig. 4 upward view.
Fig. 6 is the concrete brick laying effect schematic diagram of the protective slope structure described in the utility model embodiment.
Fig. 7 is the turf laying effect schematic diagram of the protective slope structure described in the utility model embodiment.
Embodiment
As depicted in figs. 1 and 2, a kind of precast concrete slope protecting components 1, to centrifuge column structure, the slope protecting components 1
Two end faces are step surface, and the step surface includes protuberance 11 and inner fovea part 12, two inner fovea parts at slope protecting components both ends
12 positions and size are corresponding, slope protecting components 1 is formed symmetrical structure.The width of the protuberance 11 is more than the width of inner fovea part 12
Degree, width refer to the size on the direction of the fore-and-aft plane 13 of step surface, by the width that protuberance 11 is can be seen that in Fig. 1
Width of the degree more than inner fovea part 12.
As shown in figure 3, a kind of precast concrete protective slope structure, including the slope protecting components 1 described in the present embodiment, multiple bank protections
Component 1 is spliced into grid-like structure, and the protuberance 11 of the slope protecting components 1 loads the inner fovea part of adjacent and vertical slope protecting components
12, then adjacent and four vertical slope protecting components 1 splice successively, form cross structure, are set in the endoporus of coaxial slope protecting components 1
There is deformed bar 2, the end of the deformed bar 2 is fixed by anchoring piece.
The width of the protuberance 11 is more than the width of inner fovea part 12, makes among four adjacent and vertical slope protecting components 1
Square hole 3 is formed, passes through deformed bar 2, with concrete perfusion or timber can be squeezed into is added in the square hole 3
Gu.The timber anchors, the bad feelings of the geology that is particularly suitable for use in perpendicular to the integral planar of protective slope structure to total
Condition.
As shown in Figures 4 to 7, turf 4 or concrete brick 5 are equipped with the grid of the protective slope structure, is further functioned as
The effect checked winds and fixed drifting sand, while ensure that aesthetic property.
During construction, first flattened to domatic, lay geotextiles as needed, slope protecting components are carried out with assembling laying, it is right
Coaxial slope protecting components tension reinforcing steel bar.
Embodiment described above is only that the preferred embodiment of the present invention is described, not to the model of the present invention
Enclose and be defined, on the premise of design spirit of the present invention is not departed from, technical side of the those of ordinary skill in the art to the present invention
The various modifications and improvement that case is made, it all should fall into the protection domain of claims of the present invention determination.
Claims (5)
- A kind of 1. precast concrete slope protecting components, it is characterised in that：To centrifuge column structure, two end faces of the slope protecting components It is step surface, the step surface includes protuberance and inner fovea part, and the width of the protuberance is more than the width of inner fovea part, bank protection Two inner fovea part positions at component both ends and size are corresponding.
- A kind of 2. precast concrete protective slope structure, it is characterised in that：Including the slope protecting components described in claim 1, multiple bank protections Component is spliced into grid-like structure, and the protuberance of the slope protecting components loads the inner fovea part of adjacent and vertical slope protecting components, together Deformed bar is provided with the endoporus of the slope protecting components of axle, the end of the deformed bar is fixed by anchoring piece.
- 3. precast concrete protective slope structure according to claim 2, it is characterised in that：The width of the protuberance is more than interior The width of recess, make to form square hole among four adjacent and vertical slope protecting components, concrete is perfused with the square hole.
- 4. precast concrete protective slope structure according to claim 3, it is characterised in that：Timber is provided with the square hole.
- 5. precast concrete protective slope structure as claimed in any of claims 2 to 4, it is characterised in that：The bank protection Turf or concrete brick are equipped with the grid of structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720795760.5U CN207130741U (en) | 2017-07-03 | 2017-07-03 | A kind of precast concrete slope protecting components and protective slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720795760.5U CN207130741U (en) | 2017-07-03 | 2017-07-03 | A kind of precast concrete slope protecting components and protective slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207130741U true CN207130741U (en) | 2018-03-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720795760.5U Active CN207130741U (en) | 2017-07-03 | 2017-07-03 | A kind of precast concrete slope protecting components and protective slope structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN207130741U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111350202A (en) * | 2020-04-03 | 2020-06-30 | 山东大学 | Novel assembly type anchoring structure capable of being used as dewatering well and support and construction method |
| CN113174969A (en) * | 2021-04-06 | 2021-07-27 | 贵州开迪绿色建筑材料有限公司 | Slope pouring construction process and slope pouring material |
-
2017
- 2017-07-03 CN CN201720795760.5U patent/CN207130741U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111350202A (en) * | 2020-04-03 | 2020-06-30 | 山东大学 | Novel assembly type anchoring structure capable of being used as dewatering well and support and construction method |
| CN113174969A (en) * | 2021-04-06 | 2021-07-27 | 贵州开迪绿色建筑材料有限公司 | Slope pouring construction process and slope pouring material |
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