CN221052417U - Slope falling stone protection structure - Google Patents
Slope falling stone protection structure Download PDFInfo
- Publication number
- CN221052417U CN221052417U CN202323092122.1U CN202323092122U CN221052417U CN 221052417 U CN221052417 U CN 221052417U CN 202323092122 U CN202323092122 U CN 202323092122U CN 221052417 U CN221052417 U CN 221052417U
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- China
- Prior art keywords
- wood
- side slope
- slope
- row
- reinforced concrete
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- 239000004575 stone Substances 0.000 title abstract description 13
- 239000002023 wood Substances 0.000 claims abstract description 78
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 239000010410 layer Substances 0.000 claims description 34
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 230000001681 protective effect Effects 0.000 claims description 10
- 239000011229 interlayer Substances 0.000 claims description 5
- 239000011159 matrix material Substances 0.000 claims description 3
- 239000011435 rock Substances 0.000 claims description 2
- 239000004567 concrete Substances 0.000 claims 1
- 239000010920 waste tyre Substances 0.000 abstract description 23
- 230000003139 buffering effect Effects 0.000 abstract description 6
- 238000005096 rolling process Methods 0.000 abstract description 6
- 230000000903 blocking effect Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 20
- 241001464837 Viridiplantae Species 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000011161 development Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 238000003912 environmental pollution Methods 0.000 description 3
- 238000010030 laminating Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 239000000047 product Substances 0.000 description 3
- 239000011265 semifinished product Substances 0.000 description 3
- 239000011664 nicotinic acid Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses a side slope falling stone protection structure, which comprises a plurality of protection net units spliced and laid along the length direction of a side slope, wherein wood piles are respectively fixed on a reinforced concrete foundation at vertical intervals, wood rods are respectively fixed on the front side and the back side of a row of the wood piles at horizontal intervals, steel wire nets wrap the peripheries of the row of the wood piles and a row of the wood rods facing the side slope, and waste tires are respectively fixed on one side of the steel wire nets facing the side slope at intervals. According to the utility model, the protection net unit is provided with a multi-layer anti-collision protection structure, the wood piles, the wood rods and the reinforced concrete foundation form a collapse-preventing stable core, the reinforced net layer structure and the waste tire layer structure play roles of buffering, releasing pressure and blocking, the larger impact energy of the slope rolling stones is effectively relieved, and the stability of the whole structure of the protection net unit is improved.
Description
Technical Field
The utility model relates to the technical field of slope protection, in particular to a slope falling stone protection structure.
Background
At present, with the continuous promotion of country's strategy of vibration and the continuous implementation of new rural construction policies, and the number of parks and scenic spots in urban construction is continuously increasing. The problem of slope protection can be avoided in the construction process of the projects, the traditional slope protection structure adopts a protection net or a retaining wall type, the protection net is low in construction cost, but the protection net can be damaged greatly due to large impact energy of falling stones rolling down from the slope, the protection net needs to be overhauled and replaced frequently, the retaining wall is stronger in structure compared with the protection net, but the construction cost is high, the retaining wall is difficult to integrate with surrounding natural landscapes, and the construction method is uneconomical, environment-friendly and attractive.
Disclosure of utility model
The side slope falling stone protection structure provided by the utility model is stable in structure, economical, environment-friendly and attractive, and at least one of the technical problems can be solved.
In order to solve the technical problems, the utility model adopts the following technical scheme: the side slope falling stone protection structure comprises a plurality of protection net units which are spliced and laid along the length direction of the side slope, wherein each protection net unit comprises a wood pile, a wood rod, a steel wire net, a junked tire and a reinforced concrete foundation;
The reinforced concrete foundation is embedded under the pavement adjacent to the side slope, the wood piles are vertically fixed on the reinforced concrete foundation at intervals, the wood rods are horizontally fixed on the front and back sides of the wood piles at intervals, the steel wire gauze wraps the periphery of the wood piles and the periphery of the wood rods facing the side slope, the waste tires are fixed on one side of the steel wire gauze facing the side slope at intervals, and green plants are planted in the waste tires.
Further, the two rows of wood bars which are transversely distributed at intervals are respectively positioned on the front and back sides of one row of wood piles which are vertically distributed at intervals, one row of wood bars faces the side slope, the other row of wood bars faces away from the side slope, each of the two rows of wood bars can be respectively and correspondingly positioned at the same horizontal height or can be distributed in a staggered manner, and the wood bars which are respectively positioned at the bottommost layer in the two rows of wood bars are respectively attached to the pavement.
Further, in a column of the wood bars facing away from the side slope, a plurality of reinforcing bars are fixed between two adjacent wood bars at vertical intervals.
Further, a plurality of first preformed holes are formed in the reinforced concrete foundation at intervals, the first preformed holes are vertically distributed holes in the height direction of the reinforced concrete foundation, and the bottoms of the wood piles extend downwards into the pavement and are vertically inserted into the first preformed holes.
Further, the steel wire mesh surrounds and is double-deck reinforcing bar net layer structure of taking hollow intermediate layer, just the bottom laminating of reinforcing bar net layer structure to the road surface.
Further, the junked tires are arranged at intervals in a matrix structure on one surface of the reinforcing mesh layer structure, which faces the side slope.
Further, anchor bars are fixed on the side slope, and tension anchor cables are fixedly connected between the tops of the wood piles and the anchor bars at the positions where the tops of the wood piles and the wood rods are fixed in a crossing mode.
The beneficial effects of the utility model are as follows:
1. According to the utility model, one or more mutually spliced protective net units can be paved along the length direction of the side slope, different construction environments can be combined, various actual construction requirements can be met, the setting is more flexible, and the application range is wider.
2. In the utility model, the protective net unit is assembled by finished products or semi-finished products such as wood piles, wood rods, steel wire nets, reinforced concrete and the like which are common in construction, so that the manufacturing cost is low, the processing speed is high, the construction efficiency is improved, the construction period is shortened, and the consumption of manpower and material resources is reduced.
3. According to the utility model, the protection net unit is provided with a multi-layer anti-collision protection structure, a wood pile structure, a transversely arranged two-sided wood rod structure, a double-layer reinforcing steel bar net layer structure with a hollow interlayer and a waste tire layer structure are sequentially arranged from inside to outside, so that the wood pile, the wood rod and the reinforced concrete foundation form a collapse-preventing stable core, the reinforcing steel bar net layer structure and the waste tire layer structure play roles of buffering, releasing pressure and blocking, the larger impact energy of slope rolling stones is effectively relieved, and the stability of the whole structure of the protection net unit is improved.
4. According to the utility model, the waste tire resources are fully utilized, the sustainable development of the resources is realized, the problem of environmental pollution caused by the waste tires can be solved, and the purpose of integrating the protection structure into the surrounding environment is achieved by planting green plants in the waste tires, the original natural ecology is not damaged, and the environmental protection and attractive economic benefits are realized.
Drawings
Fig. 1 is a schematic diagram of a front structure of a protection net unit according to an embodiment of the present utility model.
Fig. 2 is a schematic side view of a protection net unit according to an embodiment of the present utility model.
Fig. 3 is an isometric view of a reinforced concrete foundation according to an embodiment of the present utility model.
Fig. 4 is a schematic view of green plants arranged in the waste tires according to the embodiment of the utility model.
The components in the drawings are marked as follows: 1. a protection net unit; 2. a wood pile; 3. a wood rod; 4. a steel wire mesh; 5. waste tires; 6. a reinforced concrete foundation; 601. a first preformed hole; 7. a reinforcing rod; 9. a tension anchor cable; 10. anchor bars; 11. road surface; 12. slope; 13. and (5) green planting.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the utility model. It should be noted that, if there is a description of "first", "second", etc. in the embodiments of the present utility model, the description of "first", "second", etc. is only for descriptive purposes, and is not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In addition, "a plurality of" means two or more.
Referring to fig. 1 to 4, the embodiment of the utility model provides a side slope falling stone protection structure, which comprises a plurality of protection net units 1 which are spliced and laid along the length direction of a side slope 12, wherein each protection net unit 1 comprises a wood pile 2, a wood rod 3, a steel wire net 4, a waste tire 5 and a reinforced concrete foundation 6;
The reinforced concrete foundation 6 is pre-buried under the road surface 11 adjacent to the side slope 12, the wood pile 2 is provided with a plurality of, vertical interval is fixed on the reinforced concrete foundation 6 respectively, the wood pole 3 is provided with a plurality of, horizontal interval is fixed on the front and back sides of a row of the wood pile 2 respectively, the steel wire gauze 4 wraps up on the periphery of a row of the wood pile 2 and a row of the wood pole 3 facing the side slope 12, the junked tires 5 are provided with a plurality of, interval is fixed on one side of the steel wire gauze 4 facing the side slope 12 respectively, and green plants 13 are planted in each junked tire 5.
In the utility model, on one hand, the protective net unit is assembled by wooden piles, wooden rods, steel wire nets, reinforced concrete and other finished products or semi-finished products which are common in construction, so that the manufacturing cost is low, the processing speed is high, the construction efficiency is improved, the construction period is shortened, and the consumption of manpower and material resources is reduced; on the other hand, the protection network unit is provided with a multi-layer anti-collision protection structure, a wood pile structure, a two-sided wood rod structure, a double-layer reinforcing steel bar net layer structure with a hollow interlayer and a waste tire layer structure are sequentially arranged from inside to outside, the wood pile, the wood rod and the reinforced concrete foundation form a collapse-preventing stable core, the reinforcing steel bar net layer structure and the waste tire layer structure play roles of buffering, pressure release and blocking, the larger impact energy of slope rolling stones is effectively relieved, and the stability of the whole structure of the protection network unit is improved.
Referring to fig. 2, in this embodiment, two rows of wood bars 3 are respectively located on the front and back sides of a row of wood piles 2 that are vertically and alternately distributed, one row of wood bars 3 faces the side slope 12, the other row of wood bars 3 faces away from the side slope 12, each of the two rows of wood bars 3 may be respectively located at the same horizontal height, or may be distributed in a staggered manner, and the wood bars 3 located at the bottommost layer of the two rows of wood bars 3 are respectively attached to the road surface 11. The design is that the two rows of wood rods 3 which are clamped and fixed on the front side and the back side of the row of wood piles 2 play a role in reinforcing the wood piles 2 and the role in reinforcing the protection net unit 1, the vertically arranged wood piles 2, the horizontally distributed wood rods 3 and the reinforced concrete foundation 6 which is pre-buried underground play a core role in stabilizing, strengthening and preventing collapse, and the bottommost wood rods 3 are stuck to the ground, so that the supporting and connecting effect between the wood piles 2 and the surface of the pavement 11 is enhanced;
the stake 2 and the wood pole 3 are made of cement, can be poured in a bionic wood die during manufacturing, can be painted to form a bionic tree shape after pouring and solidification, and can be used for planting vine plants near the stake 2, so that the purpose of enabling the protective structure to be integrated into a natural environment is achieved, and the attractiveness is improved.
Referring to fig. 2, in the present embodiment, in a row of the wood bars 3 facing away from the side slope 12, a plurality of reinforcing bars 7 are fixed at vertical intervals between two adjacent wood bars 3. By means of the design, the reinforcing rods 7 can be fixed in a steel wire rope binding mode, or in a mode of arranging reserved positioning holes on the wood rods 3 in advance, the reinforcing rods 7 play a role in reinforcing a row of the wood rods 3 facing one surface of a road, and further play a role in reinforcing the core structure of the protective net unit 1.
Referring to fig. 1-3, in this embodiment, a plurality of first preformed holes 601 are spaced apart on the reinforced concrete foundation 6, the first preformed holes 601 are apertures vertically distributed along the height direction of the reinforced concrete foundation 6, and the bottoms of the wooden piles 2 extend downwards into the road surface 11 and are vertically inserted into the first preformed holes 601. So designed, before construction, the embedded depth of the reinforced concrete foundation 6 needs to be determined according to the geological, topographic, geomorphic and other conditions of the site, then a foundation pit is excavated, the foundation pit is installed in a preset embedded depth, and a hole for inserting the wood pile 2 is reserved on the foundation pit.
Referring to fig. 1-2, in this embodiment, the steel mesh 4 surrounds a double-layered reinforcing mesh layer structure with a hollow interlayer, and the bottom of the reinforcing mesh layer structure is attached to the pavement 11. The design like this, double-deck steel wire structure divide into laminating one row timber pile 2 dorsad one deck of side slope 12, and laminating one row timber pole 3 face one deck of side slope 12, hollow intermediate layer is the space between the double-deck steel wire structure, so, through increasing the layer number and the thickness of structure, has improved anticollision intensity and buffering effect, has weakened the impact force of falling rocks that roll on the side slope 12.
Referring to fig. 1-2, in this embodiment, a plurality of the junked tires 5 are arranged at intervals in a matrix structure on a side of the reinforcing mesh structure facing the side slope 12. By means of the design, the waste tire layer structure facing to one side of the side slope 12 plays a role in buffering and releasing pressure, so that large impact energy of rolling stones of the side slope 12 is effectively relieved, the damage degree of the protective net unit 1 is reduced, on the other hand, the protective structure is integrated into the surrounding environment by planting the green plants 13 in the waste tires 5, original natural ecology is not damaged, resources of the waste tires 5 are fully utilized, sustainable development of resources is achieved, the problem of environmental pollution caused by the waste tires 5 can be solved, and environmental protection and attractive economic benefits are achieved.
Referring to fig. 2, in this embodiment, anchor bars 10 are fixed on the side slope 12, and tension anchor cables 9 are fixedly connected between the top of the timber pile 2 and the anchor bars 10 at positions where the top of the timber pile and the timber rod 3 are crossed and fixed. By means of the design, the tension anchor cable 9 can be made of steel strands, the protection net unit 1 is pulled by the tension anchor cable 9, the stability of the protection structure is further enhanced, and the risk of collapse after collision is avoided.
In summary, one or more mutually spliced protective net units can be paved along the length direction of the side slope, different construction environments can be combined, various actual construction requirements can be met, the setting is more flexible, and the application range is wider; on one hand, the protective net unit is assembled by wooden piles, wooden rods, steel wire nets, reinforced concrete and other finished products or semi-finished products which are common in construction, so that the manufacturing cost is low, the processing speed is high, the construction efficiency is improved, the construction period is shortened, and the consumption of manpower and material resources is reduced; on the other hand, the protection net unit is provided with a multi-layer anti-collision protection structure, a wood pile structure, a two-sided wood rod structure, a double-layer steel bar net layer structure with a hollow interlayer and a waste tire layer structure which are arranged vertically from inside to outside in sequence, wherein the wood pile, the wood rod and the reinforced concrete foundation form a collapse-preventing stable core, the steel bar net layer structure and the waste tire layer structure play roles of buffering, releasing pressure and blocking, so that the larger impact energy of slope rolling stones is effectively relieved, and the stability of the whole structure of the protection net unit is improved; meanwhile, the waste tire resources are fully utilized, sustainable development of the resources is realized, the problem of environmental pollution caused by the waste tires can be solved, the purpose of blending the protection structure into the surrounding environment is achieved by planting green plants in the waste tires, the original natural ecology is not damaged, and the environmental protection and attractive economic benefits are realized.
It should be understood that the examples and embodiments described herein are for illustrative purposes only and are not intended to limit the present utility model, and that various modifications or changes in light thereof will be suggested to persons skilled in the art and are to be included within the spirit and purview of this application.
Claims (7)
1. The utility model provides a side slope falling rocks protective structure which characterized in that: the concrete pile comprises a plurality of protection net units (1) which are spliced and laid along the length direction of a side slope (12), wherein each protection net unit (1) comprises a wood pile (2), a wood rod (3), a steel wire net (4), junked tires (5) and a reinforced concrete foundation (6);
The reinforced concrete foundation (6) is pre-buried under the road surface (11) that is close to side slope (12), stake (2) have a plurality ofly, vertical interval respectively fix on reinforced concrete foundation (6), stake (3) have a plurality ofly, horizontal interval respectively fix in one row the positive and negative two sides of stake (2), wire net (4) parcel is in one row stake (2) and face one row of side slope (12) the periphery of stake (3), junked tire (5) have a plurality ofly, and the interval respectively fix wire net (4) orientation one side of side slope (12), and each all plant green planting (13) in tire (5).
2. The slope rockfall protection structure of claim 1, wherein: two rows of transversely spaced wooden poles (3) are respectively located on the front and back sides of a row of vertically spaced wooden piles (2), one row of the wooden poles (3) faces the side slope (12), the other row of the wooden poles (3) faces away from the side slope (12), each of the two rows of the wooden poles (3) can be respectively located at the same horizontal height in a corresponding mode, the wooden poles (3) can be distributed in a staggered mode, and the wooden poles (3) located at the bottommost layers in the wooden poles (3) are respectively attached to the pavement (11).
3. The slope rockfall protection structure of claim 1, wherein: in a row of wood rods (3) facing away from the side slope (12), a plurality of reinforcing rods (7) are fixed between two adjacent wood rods (3) at vertical intervals.
4. The slope rockfall protection structure of claim 1, wherein: the reinforced concrete foundation (6) is provided with a plurality of first preformed holes (601) at intervals, the first preformed holes (601) are vertically distributed apertures along the height direction of the reinforced concrete foundation (6), and the bottoms of the wooden piles (2) downwards extend into the pavement (11) and vertically insert into the first preformed holes (601).
5. The slope rockfall protection structure of claim 1, wherein: the steel wire mesh (4) surrounds a double-layer steel bar mesh layer structure with a hollow interlayer, and the bottom of the steel bar mesh layer structure is attached to the pavement (11).
6. The slope rockfall protection structure of claim 5, wherein: the junked tires (5) are arranged at intervals in a matrix structure on one surface of the reinforcing mesh layer structure, which faces the side slope (12).
7. The slope rockfall protection structure of claim 1, wherein: the side slope (12) is fixedly provided with anchor bars (10), and a tension anchor rope (9) is fixedly connected between the top of the wood pile (2) and the position where the wood pile (2) is crossed and fixed with the wood rod (3) and the anchor bars (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323092122.1U CN221052417U (en) | 2023-11-14 | 2023-11-14 | Slope falling stone protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323092122.1U CN221052417U (en) | 2023-11-14 | 2023-11-14 | Slope falling stone protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221052417U true CN221052417U (en) | 2024-05-31 |
Family
ID=91200693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323092122.1U Active CN221052417U (en) | 2023-11-14 | 2023-11-14 | Slope falling stone protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221052417U (en) |
-
2023
- 2023-11-14 CN CN202323092122.1U patent/CN221052417U/en active Active
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