CN213681970U - Novel slope protection structure for water conservancy soil and water conservation - Google Patents
Novel slope protection structure for water conservancy soil and water conservation Download PDFInfo
- Publication number
- CN213681970U CN213681970U CN202022186742.1U CN202022186742U CN213681970U CN 213681970 U CN213681970 U CN 213681970U CN 202022186742 U CN202022186742 U CN 202022186742U CN 213681970 U CN213681970 U CN 213681970U
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- Prior art keywords
- precast concrete
- water
- soil
- slope protection
- protection structure
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 65
- 239000002689 soil Substances 0.000 title claims abstract description 49
- 239000011178 precast concrete Substances 0.000 claims abstract description 49
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 235000013311 vegetables Nutrition 0.000 claims abstract description 12
- 239000002023 wood Substances 0.000 claims abstract description 12
- 238000003466 welding Methods 0.000 claims description 23
- 210000003205 muscle Anatomy 0.000 claims description 7
- 239000007943 implant Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a novel slope protection structure for water conservancy water and soil conservation, which comprises foundation piles, guardrails, a vegetable layer, anti-slip bulges, precast concrete plates, precast concrete reinforced ground beams, a slope protection soil layer, implanted steel bars, a wood main body, conical points, inserted bars, bottom bars, transverse bars, vertical bars, transverse plates, inclined plates and welded steel bars, the utility model discloses a novel slope protection structure for water conservancy water and soil conservation is prefabricated, which comprises the foundation piles, guardrails, the vegetable layer, the precast concrete plates and the precast concrete reinforced ground beams, wherein the precast concrete reinforced ground beams are firstly placed at the bottommost position, then the precast concrete plates are sequentially placed on a slope surface, then the structures are welded together through the welded steel bars on the side surface, then the vegetable layer is planted on the surface of the precast concrete plates, through the mode, make water conservancy soil and water conservation keep with bank protection structure's preparation more swift, can be more quick to come into operation.
Description
Technical Field
The utility model belongs to the technical field of the bank protection is relevant, concretely relates to novel slope protection structure is used in water conservancy soil and water conservation.
Background
Slope protection refers to the general name of various paving and planting on a slope surface for preventing a side slope from being washed, a river section where a bridge site is located, and a concave bank of a river bank are washed by water flow year by year, so that the river bank is continuously collapsed. In order to protect the safety of bridges and embankments, protective buildings need to be built on the concave bank. In addition, when the river flow direction changes due to the arrangement of bridges and the farmland and villages are endangered by scouring the river bank, protective buildings need to be built on the river bank.
The slope protection structure technology for water conservancy soil and water conservation in the prior art has the following problems: present water conservancy soil and water conservation keeps uses bearing slope structure all is that the scene mixes earth watering and makes, keeps using bearing slope structure through this kind of mode preparation water conservancy soil and water, and the engineering time is long, is unfavorable for the preparation of water conservancy soil and water conservation to keep using bearing slope structure.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a novel slope protection structure is used in water conservancy soil and water conservation to solve the water conservancy soil and water conservation that proposes in the above-mentioned background art and keep and use slope protection structure and all be the scene and mix earth watering and make, make water conservancy soil and water conservation and use slope protection structure through this kind of mode, the engineering time is long, is unfavorable for the problem of water conservancy soil and water conservation slope protection structure preparation.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a novel slope protection structure is used in water conservancy soil and water conservation, includes foundation pile, guardrail, vegetable layer, antiskid and takes off arch, precast concrete board, precast concrete reinforcement ground beam, bank protection soil layer, implants reinforcing bar, timber main part, toper point, inserted bar, sill bar, horizontal pole, montant, diaphragm, hang plate and welding muscle, one side on bank protection soil layer is provided with precast concrete board, bank protection soil layer and precast concrete board intermediate position department are through foundation pile fixed connection, bank protection soil layer's right side and the bottom position department that is located precast concrete board are provided with precast concrete reinforcement ground beam, one side that precast concrete board kept away from bank protection soil layer is provided with the vegetable layer, precast concrete board's upper end is provided with the guardrail.
Preferably, the foundation pile comprises implanted steel bars, a wood main body and a conical tip, the implanted steel bars are inserted into the wood main body, and the conical tip is arranged at the lower end of the wood main body.
Preferably, the guardrail includes inserted bar, sill bar, horizontal pole and montant, the lower extreme of sill bar is provided with the inserted bar through the welding mode, the upper end of sill bar is provided with the montant through the welding mode, the intermediate position department of montant is connected with the horizontal pole through the welding mode.
Preferably, precast concrete board takes off arch, diaphragm, hang plate and welding muscle including the antiskid, the upper end of hang plate is provided with the diaphragm, one side position department of hang plate is provided with the antiskid and takes off the arch, the side position department of hang plate is provided with the welding muscle.
Preferably, the implanted steel bars are provided with two, and the two implanted steel bars are inserted and fixed at the internal position of the wood main body.
Preferably, the inner part of the transverse plate and the position corresponding to the insertion rod are provided with insertion holes.
Preferably, the inclined plate is provided with an aperture at a position corresponding to the implanted steel bar.
Compared with the prior art, the utility model provides a novel slope protection structure is used in water conservancy soil and water conservation possesses following beneficial effect:
the utility model discloses a prefabricated novel slope protection structure for water conservancy water and soil conservation, its slope protection structure for water conservancy water and soil conservation comprises foundation pile, guardrail, vegetable layer, precast concrete board, precast concrete reinforced floor beam, at first precast concrete board, precast concrete reinforced floor beam that the preparation is accomplished, then transport precast concrete board, precast concrete reinforced floor beam that the processing is accomplished to the position that needs to use, then place precast concrete reinforced floor beam in bottom position department, then put precast concrete board in proper order on domatic, at this moment each structure welding together through the welding muscle of side, then plant the vegetable layer on precast concrete board's surface planting, through this kind of mode, make the preparation of slope protection structure for water conservancy water and soil conservation more swift, can more quick put into use, and avoided the too much trouble of present construction, only need weld the equipment at the scene can, improved water conservancy soil and water conservation and kept the performance with slope protection structure.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description, do not constitute a limitation of the invention, in which:
fig. 1 is a schematic structural view of a novel water conservancy water and soil conservation slope protection structure provided by the utility model;
fig. 2 is a schematic structural view of a foundation pile provided by the present invention;
fig. 3 is a schematic view of the guardrail structure provided by the present invention;
FIG. 4 is a schematic diagram of a precast concrete slab structure proposed by the present invention;
in the figure: 1. foundation piles; 2. a guardrail; 3. a vegetable layer; 4. anti-slip bulges; 5. prefabricating a concrete slab; 6. prefabricating a concrete reinforced ground beam; 7. slope protection soil layer; 8. implanting steel bars; 9. a wood body; 10. a conical tip; 11. inserting a rod; 12. a bottom bar; 13. a cross bar; 14. a vertical rod; 15. a transverse plate; 16. an inclined plate; 17. and (6) welding the ribs.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "both ends", "one end", "the other end" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element to which the reference is made must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, and for example, "connected" may be a fixed connection, a detachable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-4, the present invention provides a technical solution:
a novel water conservancy water and soil conservation slope protection structure comprises foundation piles 1, guardrails 2, a vegetation layer 3, anti-slip bulges 4, precast concrete plates 5, precast concrete reinforced ground beams 6, a slope protection soil layer 7, implanted steel bars 8 and a wood main body 9, the slope protection device comprises a conical tip 10, an inserting rod 11, a bottom rod 12, a cross rod 13, a vertical rod 14, a transverse plate 15, an inclined plate 16 and a welding rib 17, wherein a precast concrete plate 5 is arranged on one side of a slope protection soil layer 7, the precast concrete plate 5 comprises an anti-slip bulge 4, the transverse plate 15, the inclined plate 16 and the welding rib 17, the transverse plate 15 is arranged at the upper end of the inclined plate 16, the inclined plate 16 is provided with a hole corresponding to the position where the steel bar 8 is implanted, a jack is arranged inside the transverse plate 15 and corresponding to the position of the inserting rod 11, the anti-slip bulge 4 is arranged on one side of the inclined plate 16, the welding rib 17 is arranged on the side surface of the inclined plate 16, and the middle positions of the slope protection soil layer 7;
a novel slope protection structure for water conservancy water and soil conservation, a foundation pile 1 of which comprises an implanted steel bar 8, a wood main body 9 and a conical tip 10, the implanted steel bar 8 is inserted in the wood main body 9, the implanted steel bars 8 are provided with two, and two implant reinforcing bars 8 are all pegged graft and are fixed in the inside position department of timber main part 9, the lower extreme of timber main part 9 is provided with toper point 10, the right side of bank protection soil layer 7 and the bottom position department that is located precast concrete board 5 are provided with precast concrete and consolidate ground beam 6, precast concrete board 5 keeps away from one side of bank protection soil layer 7 and is provided with vegetable layer 3, precast concrete board 5's upper end is provided with guardrail 2, guardrail 2 includes inserted bar 11, sill bar 12, horizontal pole 13 and montant 14, the lower extreme of sill bar 12 is provided with inserted bar 11 through the welding mode, the upper end of sill bar 12 is provided with montant 14 through the welding mode, the intermediate position department of montant 14 is connected with horizontal pole 13 through the welding mode.
The utility model discloses a theory of operation and use flow: after the utility model is installed, firstly, the precast concrete plate 5 and the precast concrete reinforced ground beam 6 which are processed are transported to the position which needs to be used, then the foundation piles 1 implanted with the implanted steel bars 8 are sequentially driven into the ground, then the precast concrete reinforced ground beam 6 is placed at the bottommost position, then the precast concrete plate 5 is sequentially placed on the slope, then all the structures are welded together through the welding bars 17 at the side, then the vegetable layer 3 is planted on the surface of the precast concrete plate 5, after the planting is finished, the guardrail 2 can be installed on the precast concrete plate 5, the whole manufacture of the slope protection structure for water conservancy water and soil conservation can be finished, through the mode, the manufacture of the slope protection structure for water conservancy water and soil conservation is more rapid, the operation can be more rapid, and the trouble of the prior construction is avoided, only need welding assembly in the scene.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a novel slope protection structure is used in water conservancy soil and water conservation, includes foundation pile (1), guardrail (2), vegetable layer (3), antiskid takes off arch (4), precast concrete board (5), precast concrete reinforcement ground beam (6), bank protection soil layer (7), implants reinforcing bar (8), timber main part (9), toper point (10), inserted bar (11), sill bar (12), horizontal pole (13), montant (14), diaphragm (15), hang plate (16) and welding muscle (17), its characterized in that: one side of bank protection soil layer (7) is provided with precast concrete board (5), bank protection soil layer (7) and precast concrete board (5) intermediate position department are through foundation pile (1) fixed connection, the right side of bank protection soil layer (7) and the bottom position department that is located precast concrete board (5) are provided with precast concrete and consolidate grade beam (6), one side that bank protection soil layer (7) were kept away from in precast concrete board (5) is provided with vegetable layer (3), the upper end of precast concrete board (5) is provided with guardrail (2).
2. The novel slope protection structure for water conservancy water and soil conservation of claim 1, characterized in that: the foundation pile (1) comprises implanted steel bars (8), a wood main body (9) and conical tips (10), the implanted steel bars (8) are inserted into the wood main body (9), and the conical tips (10) are arranged at the lower end of the wood main body (9).
3. The novel slope protection structure for water conservancy water and soil conservation of claim 1, characterized in that: guardrail (2) are including inserted bar (11), sill bar (12), horizontal pole (13) and montant (14), the lower extreme of sill bar (12) is provided with inserted bar (11) through the welding mode, the upper end of sill bar (12) is provided with montant (14) through the welding mode, the intermediate position department of montant (14) is connected with horizontal pole (13) through the welding mode.
4. The novel slope protection structure for water conservancy water and soil conservation of claim 1, characterized in that: precast concrete board (5) are including anti-skidding taking off arch (4), diaphragm (15), hang plate (16) and welding muscle (17), the upper end of hang plate (16) is provided with diaphragm (15), one side position department of hang plate (16) is provided with anti-skidding taking off arch (4), the side position department of hang plate (16) is provided with welding muscle (17).
5. The novel slope protection structure for water conservancy water and soil conservation of claim 2, characterized in that: implant reinforcing bar (8) and be provided with two altogether, and two implant reinforcing bar (8) are all pegged graft and are fixed in the inside position department of timber main part (9).
6. The novel slope protection structure for water conservancy water and soil conservation of claim 4, characterized in that: and jacks are arranged in the transverse plate (15) and correspond to the insertion rods (11).
7. The novel slope protection structure for water conservancy water and soil conservation of claim 4, characterized in that: the inclined plate (16) is provided with an aperture corresponding to the position of the implanted steel bar (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022186742.1U CN213681970U (en) | 2020-09-29 | 2020-09-29 | Novel slope protection structure for water conservancy soil and water conservation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022186742.1U CN213681970U (en) | 2020-09-29 | 2020-09-29 | Novel slope protection structure for water conservancy soil and water conservation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213681970U true CN213681970U (en) | 2021-07-13 |
Family
ID=76751250
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022186742.1U Expired - Fee Related CN213681970U (en) | 2020-09-29 | 2020-09-29 | Novel slope protection structure for water conservancy soil and water conservation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213681970U (en) |
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2020
- 2020-09-29 CN CN202022186742.1U patent/CN213681970U/en not_active Expired - Fee Related
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20210713 |