CN210529722U - Slope protection reinforcing assembly for preventing collapse - Google Patents
Slope protection reinforcing assembly for preventing collapse Download PDFInfo
- Publication number
- CN210529722U CN210529722U CN201921213776.6U CN201921213776U CN210529722U CN 210529722 U CN210529722 U CN 210529722U CN 201921213776 U CN201921213776 U CN 201921213776U CN 210529722 U CN210529722 U CN 210529722U
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- CN
- China
- Prior art keywords
- pile
- stake
- slope
- expansion
- foundation pile
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- Expired - Fee Related
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- 230000003014 reinforcing effect Effects 0.000 title claims description 11
- 230000002265 prevention Effects 0.000 claims 5
- 239000002689 soil Substances 0.000 abstract description 13
- 238000004162 soil erosion Methods 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 4
- 238000005192 partition Methods 0.000 description 4
- 241000196324 Embryophyta Species 0.000 description 3
- 238000005336 cracking Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000007774 longterm Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000007547 defect Effects 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
- 239000011241 protective layer Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a subassembly is consolidated in bank protection of preventing collapsing, including fender slope board, inflation stake and foundation pile, the inflation is including side stake and top stake, fender slope board lower extreme is kept away from domatic one side level and is equipped with the support, is equipped with stake mouth one on the support, side stake and stake mouth a sliding connection, be equipped with 1 at least stake mouth two on the baffle, side stake and a stake mouth sliding connection, fender slope board upper portion is equipped with the riser, is equipped with stake mouth three on the riser, top stake and three sliding connection of stake mouth, foundation pile and top stake sliding connection. Compared with the prior art, the utility model the advantage lie in: the foundation pile pulls the baffle plate to domatic direction, and what the inflation stake can be more firm after the soil-entry inflation fixes in the hillside soil to firmly fix the baffle plate on domatic, further strengthen the anti landslide power of baffle plate, prevent soil erosion, baffle plate structure as an organic whole, durable firm, the anti-deformation crack resistance combines the vegetation to carry out ecological bank protection simultaneously.
Description
Technical Field
The utility model relates to a bank protection technical field specifically indicates a subassembly is consolidated to bank protection of preventing collapsing side.
Background
Collapse refers to the natural phenomenon that buildings, mountain bodies, road surfaces and mines collapse and fall under the condition of non-artificial natural force, and most of the collapse of steep slopes beside roads, dams and the like suddenly due to the defects of poor stratum structures, rain wash or building, so that traffic can be blocked and the life safety of people can be endangered. Common slope is earth structure, and outside often adopts gravel layer, concrete layer or building block to cover carries out the bank protection, and the shortcoming of this kind of bank protection mode lies in: the slope body is eroded by rainwater for a long time, the soil is loose, the stability of the slope surface is reduced, and the protective layer covered outside is generally thin, poor in shearing resistance and easy to deform and crack.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to solve above-mentioned problem, provide a bank protection reinforcing assembly who prevents the side of collapsing.
In order to solve the technical problem, the utility model provides a technical scheme does: the utility model provides a subassembly is consolidated to bank protection of preventing collapsing, includes fender slope board, inflation stake and foundation pile, the inflation includes side pile and pile-up, the domatic one side level of keeping away from of fender slope board lower extreme is equipped with the support, is equipped with stake mouth one on the support, side pile and stake mouth sliding connection, be equipped with 1 at least stake mouth two on the baffle, side pile and stake mouth sliding connection, fender slope board upper portion is equipped with the riser, is equipped with stake mouth three on the riser, pile-up and three sliding connection of stake mouth, foundation pile and pile-up sliding connection.
Compared with the prior art, the utility model the advantage lie in: the retaining plate is pulled towards the slope surface direction by the foundation pile, the expansion pile can be more firmly fixed in slope soil after being buried and expanded, the retaining plate is firmly fixed on the slope surface, the anti-landslide force of the retaining plate is further enhanced, the water and soil loss is prevented, and the retaining plate is of an integrated structure, is firm, resistant to deformation and resistant to cracking.
As an improvement, the one end that the inflation stake buries is the circular cone head, and the other end is equipped with the pile cap through threaded connection, the inflation stake is equipped with the sleeve pipe outward, and the sleeve pipe is close to circular cone head one end circumference and evenly is equipped with expansion device, expansion device comprises 2 at least sections folding rods through hinge connection, and the pile cap can promote the sleeve pipe and remove when rotatory on the inflation stake to drive the folding rod folding, prop into the soil layer, play the reinforcement effect, the material of inflation stake should select the material that intensity is fit for according to the slope body geology condition.
As an improvement, the foundation pile is of a hollow quadrangular structure, the inside of the foundation pile is uniformly provided with compartments separated by partition plates, the middle of each partition plate is provided with a hole, the side wall of the foundation pile is externally provided with small holes communicated with the compartments, rainwater can flow into the compartments through the small holes to be stored when raining, and the rainwater can be evaporated to nourish soil when drought.
As an improvement, one end of the foundation pile, which enters the ground, is a conical head, a through hole which is in sliding connection with the top pile is arranged near the other end of the foundation pile, and the foundation pile is matched with the top pile to fix the slope retaining plate on the slope surface.
As improvement, the inclination of the slope board is matched with the slope surface, the gap between the slope board and the slope surface is reduced, through holes are uniformly formed in the slope board and used for planting vegetation, ecological slope protection is combined, the environment is beautified, and the soil of the slope body can be compacted by the plant root system.
As an improvement, one side of the pile opening I, one side of the pile opening II and one side of the pile opening III close to the slope surface are respectively provided with a reinforced pile seat, and the pile seats are of circular ring structures and are used for reinforcing the strength of the pile opening and preventing the pile opening from cracking under long-term stress.
Drawings
Fig. 1 is the utility model relates to a bank protection of preventing collapsing reinforces schematic diagram of subassembly.
Fig. 2 is a schematic view of the structure of an expansion pile.
FIG. 3 is a schematic structural view of a slope baffle
Fig. 4 is a schematic structural view of a foundation pile.
As shown in the figure: 1. retaining plate, 1.1, support, 1.2, riser, 2, foundation pile, 2.1, baffle, 2.2, aperture, 2.3, through-hole, 3, side pile, 4, pile-jacking, 5, pile mouth one, 6, pile mouth two, 7, pile mouth three, 8, pile cap, 9, sleeve pipe, 9.1, expansion device, 9.2, folding rod, 10, through-hole, 11, pile seat.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
With reference to the attached drawing 1, an anti-collapse slope protection reinforcing assembly comprises a slope baffle plate 1, an expansion pile and a foundation pile 2, wherein the expansion pile comprises a side pile 3 and a top pile 4, a support 1.1 is horizontally arranged on one side of the lower end of the slope baffle plate 1 far away from a slope surface, a vertical plate 1.2 is arranged at the upper end of the slope baffle plate 1, the side pile 3 is used for fixing the slope baffle plate 1 and the support 1.1, the top pile 4 is used for fixing the vertical plate 1.2, a pile opening I5 is arranged on the support 1.1, the side pile 3 is in sliding connection with the pile opening I5, at least 1 pile opening II 6 is arranged on the slope baffle plate 1, the side pile 3 is in sliding connection with the pile opening II 6, a pile opening III 7 is arranged on the vertical plate 1.2, the top pile 4 is in sliding connection with the pile opening III 7, the foundation pile 2 is in sliding connection with the soil-entering part of the top pile 4, a reinforcing seat 11 is arranged on one side of the slope surface, the pile seat 11 is of a circular ring structure, the pile opening is prevented from cracking due to long-term stress, and the integral structure of the slope baffle plate 1 is prevented from being damaged.
One end of the expansion pile, which is buried, is provided with a conical head, the other end of the expansion pile is provided with a pile cap 8 connected through threads, a sleeve 9 is arranged outside the expansion pile, one end of the sleeve 9, which is close to the conical head, is circumferentially and uniformly provided with expansion devices 9.1, one end, which is far away from the sleeve 9, on the expansion devices 9.1 is hinged with the conical head, the expansion pile is composed of at least 2 folding rods 9.2 connected through hinges, the closing direction of a first hinge close to the conical head faces the expansion pile, the closing direction of a second hinge is back to the expansion pile, the closing directions of the hinges at the back are sequentially and alternately arranged, thereby realizing the folding of the folding rod 9.2, the pile cap 8 is similar to a nut, the expansion pile is arranged on the expansion pile by clockwise rotation of a matched tool, the pile cap 8 is pushed into the sleeve 9 along with the continuous rotation, the folding rod 9.2 starts to be folded and is propped into the soil layer, the pile cap 8 bears against the retaining plate 1 to provide support against the forces of landslide to which the retaining plate 1 is subjected.
The foundation pile 2 is of a hollow quadrangular prism structure, the lower end of the foundation pile 2 is provided with a conical head, the upper end of the foundation pile 2 is provided with a through hole 2.3 which is connected with the top pile 4 in a sliding way, the top pile 4 passes through the through hole 2.3 and then expands by the expansion device 9.1, the foundation pile 2 pins the top pile 4, the top pile 4 is indirectly connected with the slope baffle plate 1 to provide tension, the inside of the foundation pile 2 is evenly provided with the compartments separated by the partition plate 2.1, the middle part of the partition plate is provided with a hole, the side wall of the foundation pile is externally provided with small holes 2.2 communicated with the compartments, generally speaking, no water exists and no landslide exists, rainwater enters the compartments through the small holes 2.2 to be stored, the condition that the water content of soil on a slope body is too high is prevented, the rainwater stored when the soil is dry can evaporate to nourish the soil and vegetation, the inclination of retaining plate 1 cooperatees with domatic, lets slope body soil and retaining plate fully combine, evenly is equipped with through-hole 10 on retaining plate 1, plants the vegetation in the through-hole, further protects the slope through the root system of vegetation.
The utility model discloses when concrete implementation, clear up earlier domatic messenger its and keep off 1 gradient unanimity of slope board, perhaps place 1 backs of slope board, fill out the soil to clearance department and tamp, squeeze into the slope body earlier with foundation pile 2, make through-hole 2.3 and three 7 levels of stake mouth align, squeeze into stake mouth three 7 with top stake 4 again, make sleeve pipe 9 pass through-hole 2.3, rotatory pile cap 8, make expansion device 9.1 strut, then beat into stake mouth one 5 and stake mouth two 6 with side stake 3 respectively, and fix with rotatory pile cap 8 according to the preceding method, plant the vegetation in through-hole 10 at last.
The present invention and the embodiments thereof have been described above, but the description is not limited thereto, and the embodiment shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should understand that they should not be limited to the embodiments described above, and that they can design the similar structure and embodiments without departing from the spirit of the invention.
Claims (6)
1. The utility model provides a subassembly is consolidated in bank protection of preventing collapsing, includes fender slope board (1), inflation stake and foundation pile (2), its characterized in that: the expansion pile comprises a side pile (3) and a top pile (4), one side of the lower end of a slope retaining plate (1) far away from the slope is horizontally provided with a support (1.1), a pile opening I (5) is arranged on the support (1.1), the side pile (3) is slidably connected with the pile opening I (5), at least 1 pile opening II (6) is arranged on the slope retaining plate (1), the side pile (3) is slidably connected with the pile opening II (6), a vertical plate (1.2) is arranged at the upper end of the slope retaining plate (1), a pile opening III (7) is arranged on the vertical plate (1.2), the top pile (4) is slidably connected with the pile opening III (7), and the foundation pile (2) and the top pile (4) are slidably connected with a soil-entering part.
2. The slope protection reinforcing assembly of a collapse prevention party of claim 1, wherein: the soil-entering end of the expansion pile is a conical head, a pile cap (8) connected through threads is arranged at the other end of the expansion pile, a sleeve (9) is arranged outside the expansion pile, expansion devices (9.1) are uniformly arranged on the sleeve (9) close to one end of the conical head in the circumferential direction, and each expansion device is composed of at least 2 folding rods (9.2) connected through hinges.
3. The slope protection reinforcing assembly of a collapse prevention party of claim 1, wherein: foundation pile (2) are hollow quadrangular prism structure, and foundation pile (2) are inside evenly to be equipped with through baffle (2.1) separated compartment, and the baffle middle part is trompil, and foundation pile lateral wall is equipped with outward aperture (2.2) with the compartment intercommunication.
4. The slope protection reinforcing assembly of a collapse prevention party of claim 1, wherein: the lower end of the foundation pile (2) is a conical head, and the upper end of the foundation pile is provided with a through hole (2.3) which is connected with the top pile (4) in a sliding manner.
5. The slope protection reinforcing assembly of a collapse prevention party of claim 1, wherein: the inclination angle of the slope baffle (1) is matched with the slope, and through holes (10) are uniformly formed in the slope baffle (1).
6. The slope protection reinforcing assembly of a collapse prevention party of claim 1, wherein: and one sides of the pile openings I (5), II (6) and III (7) close to the slope surface are respectively provided with a reinforced pile seat (11), and the pile seats (11) are of circular ring structures.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921213776.6U CN210529722U (en) | 2019-07-30 | 2019-07-30 | Slope protection reinforcing assembly for preventing collapse |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921213776.6U CN210529722U (en) | 2019-07-30 | 2019-07-30 | Slope protection reinforcing assembly for preventing collapse |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210529722U true CN210529722U (en) | 2020-05-15 |
Family
ID=70599858
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921213776.6U Expired - Fee Related CN210529722U (en) | 2019-07-30 | 2019-07-30 | Slope protection reinforcing assembly for preventing collapse |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210529722U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482404A (en) * | 2020-11-16 | 2021-03-12 | 王杰 | A anti-skidding pile structure for side slope is strutted |
-
2019
- 2019-07-30 CN CN201921213776.6U patent/CN210529722U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482404A (en) * | 2020-11-16 | 2021-03-12 | 王杰 | A anti-skidding pile structure for side slope is strutted |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200515 Termination date: 20210730 |
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| CF01 | Termination of patent right due to non-payment of annual fee |