CN214883728U - Lattice retaining wall for geological disaster engineering - Google Patents
Lattice retaining wall for geological disaster engineering Download PDFInfo
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- CN214883728U CN214883728U CN202023021816.2U CN202023021816U CN214883728U CN 214883728 U CN214883728 U CN 214883728U CN 202023021816 U CN202023021816 U CN 202023021816U CN 214883728 U CN214883728 U CN 214883728U
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- lattice
- retaining wall
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- mountain
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- 230000007246 mechanism Effects 0.000 claims abstract description 17
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 67
- 238000001914 filtration Methods 0.000 claims description 12
- 230000002209 hydrophobic effect Effects 0.000 claims description 8
- 238000005728 strengthening Methods 0.000 claims description 3
- 230000002146 bilateral effect Effects 0.000 claims description 2
- 238000000034 method Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000012535 impurity Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a lattice barricade for geological disaster engineering, including massif and lattice barricade body, lattice barricade body has been pour to one side of massif, the middle part equidistance of lattice barricade body is fixed with the reinforcing mechanism who is used for reinforcing lattice barricade body, the top of lattice barricade body is fixed with the mediation protection machanism who is used for mediating the mountain top stream rivers during heavy rain, reinforcing mechanism includes mounting hole, anchor rope, anchor head and concrete, the massif has seted up the mounting hole near one side equidistance of lattice barricade body, the inner wall of mounting hole is provided with the anchor rope, the inside equidistance of lattice barricade body is pre-buried there is the anchor head, the one end of anchor rope is fixed with the anchor head, the utility model discloses can effectually strengthen the stability when the lattice barricade uses, avoid the rainwater to erode the massif during heavy rain and make lattice barricade and massif junction unstable, further avoiding the collapse phenomenon of the lattice retaining wall.
Description
Technical Field
The utility model relates to a lattice barricade body technical field specifically is a lattice barricade that geological disaster engineering used.
Background
The lattice type anchor rod retaining wall reinforcing technology is a side slope reinforcing technology which utilizes cast-in-place concrete beams and columns to form a frame to protect the slope surface of a side slope and utilizes anchor rods to fix, vegetation can be protected in the lattice frame, the purpose of side slope support can be achieved, vegetation can be restored, the greening rate is improved, the environment is beautified, and the lattice type anchor rod retaining wall reinforcing technology has the advantages of short construction period, good construction condition, obvious effect, attractive appearance and the like and is widely applied to city construction side slopes.
However, when the traditional lattice retaining wall body structure encounters heavy rain, a corresponding hydrophobic mechanism is not arranged, a large amount of rainwater gathered from the mountain tops easily directly erodes vegetation on the lattice retaining wall body, so that plants are separated from the lattice retaining wall body, economic loss is caused, the rainwater gathered from the mountain tops seriously flows into the joint between the lattice retaining wall body and the mountain, the mountain on the side is softened by being soaked by the rainwater, the joint between the lattice retaining wall body and the mountain is easily loosened, the probability of collapse of the lattice retaining wall body is increased, and after the lattice retaining wall body collapses, the probability of collapse of the mountain is greatly increased.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a lattice barricade that geological disaster engineering used to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a lattice barricade that geological disaster engineering used, includes massif and lattice barricade body, lattice barricade body has been pour to one side of massif, the middle part equidistance of lattice barricade body is fixed with the strengthening mechanism who is used for strengthening the lattice barricade body, the top of lattice barricade body is fixed with the dredging protection machanism who is used for dredging the rivers that the mountain top flows down when heavy rain.
Preferably, the reinforcing mechanism includes mounting hole, anchor rope, anchor head and concrete, the mounting hole has been seted up to one side equidistance that the massif is close to lattice retaining wall body, the inner wall of mounting hole is provided with the anchor rope, the pre-buried anchor head that has of inside equidistance of lattice retaining wall body, the one end and the anchor head of anchor rope are fixed, the internal casting of mounting hole has the concrete.
Preferably, the dredging protection mechanism comprises a water collecting tank, a first water delivery pipe, a second water delivery pipe, a pre-buried groove, a V-shaped retaining dam, a hydrophobic hole and a filtering grid, the water collecting tank is symmetrically arranged at the top of the lattice retaining wall body, the first water delivery pipe is symmetrically pre-buried at the upper end of the lattice retaining wall body, the first water delivery pipe is communicated with the water collecting tank, the second water delivery pipe is symmetrically fixed at one side of the lattice retaining wall body far away from the mountain body, the second water delivery pipe is communicated with the first water delivery pipe, the pre-buried groove is arranged at one side of the upper end of the mountain body close to the lattice retaining wall body, the V-shaped retaining dam is poured inside the pre-buried groove, one end of the V-shaped retaining dam is fixed with the lattice retaining wall body, the hydrophobic hole is equidistantly arranged at one side of the V-shaped retaining dam, the filtering grid is arranged at the top of the lattice retaining wall body, the filtering grid is communicated with the water collecting tank, and one side of the filter lattice, which is far away from the mountain body, is arranged in an inclined plane.
Preferably, a first filter screen is fixed on the inner wall of the water drainage hole.
Preferably, a second filter screen is fixed on the inner wall of the water collecting tank.
Preferably, the bilateral symmetry equidistance of filtration check has seted up the through-hole, the equal equidistance in upper end of V type retaining dam and the upper end of lattice barricade body has seted up threaded hole, it has fixing bolt to peg graft in the through-hole, fixing bolt and threaded hole threaded connection.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses a reinforcing mechanism who sets up can be convenient for improve the stability after lattice barricade body is pour, improves the stability of lattice barricade body and massif junction to improve the barrier propterty of lattice barricade body.
2. The utility model discloses a what set up dredge protection machanism can be convenient for dredge the rivers that the mountain top was collected when heavy rain to the mountain end to avoid the rainwash massif and this body junction of lattice barricade, avoid the massif to be washd by the rainwash and become soft and cause the lattice barricade body to collapse, the rainwater that can collect on the surface directly erodees the vegetation simultaneously, has protected the vegetation not to get off by the rainwash.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic diagram of the through hole position structure of the present invention;
FIG. 3 is a schematic structural view of the reinforcing mechanism of the present invention;
fig. 4 is a schematic structural view of the dredging protection mechanism of the present invention;
fig. 5 is an enlarged view of the position a of the present invention.
In the figure: 1. a mountain body; 2. a lattice retaining wall body; 3. a reinforcement mechanism; 4. a dredging protection mechanism; 5. mounting holes; 6. an anchor cable; 7. an anchor head; 8. concrete; 9. a water collection tank; 10. a first water delivery pipe; 11. a second water delivery pipe; 12. pre-burying a groove; 13. a V-shaped water retaining dam; 14. a hydrophobic pore; 15. filtering grids; 16. a first filter screen; 17. a second filter screen; 18. a through hole; 19. a threaded hole; 20. and (5) fixing the bolt.
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.
Referring to fig. 1, the present invention provides a technical solution: a lattice retaining wall for geological disaster engineering comprises a mountain body 1 and a lattice retaining wall body 2, wherein the lattice retaining wall body 2 is poured on one side of the mountain body 1, the middle part of the lattice retaining wall body 2 is equidistantly fixed with the reinforcing mechanisms 3 for reinforcing the lattice retaining wall body 2, so that the stability of the connection of the lattice retaining wall body 2 and the mountain body 1 can be effectively improved, the safety performance is improved, the top of the lattice retaining wall body 2 is fixed with a dredging protection mechanism 4 for dredging water flow flowing down from the mountain top in heavy rain, which is convenient for the user to use in heavy rain, effectively dredging the rainwater collected by the mountain tops, avoiding the rainwater from directly scouring the vegetation and the joint of the lattice retaining wall body 2 and the mountain body 1, effectively protecting the vegetation, and the phenomenon that the mountain body 1 becomes soft due to rainwater is avoided, and the phenomenon that the latticed retaining wall body 2 collapses due to unstable connection between the latticed retaining wall body 2 and the mountain body 1 is further avoided.
Referring to fig. 3, the reinforcing mechanism 3 includes a mounting hole 5, anchor cables 6, anchor heads 7 and concrete 8, the mounting hole 5 is equidistantly formed on one side of the mountain body 1 close to the lattice retaining wall body 2, the anchor cables 6 are arranged on the inner wall of the mounting hole 5, the anchor heads 7 are embedded in the lattice retaining wall body 2 at equal intervals, one end of each anchor cable 6 is fixed to the anchor head 7, the concrete 8 is poured into the mounting hole 5, and the anchor cables 6 can be effectively fixed to the mountain body 1 through the concrete 8, so that the connection stability between the lattice retaining wall body 2 and the mountain body 1 is enhanced.
Referring to fig. 2, 4 and 5, the dredging protection mechanism 4 includes a water collecting tank 9, a first water pipe 10, a second water pipe 11, a pre-buried tank 12, a V-shaped water retaining dam 13, a drain hole 14 and a filtering grid 15, the water collecting tank 9 is symmetrically disposed at the top of the lattice retaining wall body 2, rainwater collected at the top of the mountain 1 during heavy rain can flow into the water collecting tank 9, and then the rainwater can be guided into the first water pipe 10 through the water feeding tank and then discharged, the first water pipe 10 is symmetrically pre-buried at the upper end of the lattice retaining wall body 2, the first water pipe 10 is communicated with the water collecting tank 9, the second water pipe 11 is symmetrically fixed at one side of the lattice retaining wall body 2 away from the mountain 1, the second water pipe 11 is communicated with the first water pipe 10, so that the water output by the first water pipe 10 can be conveniently guided to the bottom of the mountain, and the rainwater can be prevented from impacting vegetation in the lattice retaining wall body 2, the upper end of the mountain 1 is close to one side of the lattice retaining wall body 2 and is provided with a pre-buried groove 12, a V-shaped water retaining dam 13 is poured inside the pre-buried groove 12, one end of the V-shaped water retaining dam 13 is fixed with the lattice retaining wall body 2, one side of the V-shaped water retaining dam 13 is equidistantly provided with a hydrophobic hole 14, rainwater on the top of the mountain can be conveniently intercepted inside the V-shaped water retaining dam 13, rainwater is prevented from flowing between the mountain 1 and the joint of the lattice retaining wall body 2, further the imagination that the mountain 1 is softened to cause collapse of the lattice retaining wall body 2 due to rainwater scouring is avoided, the top of the lattice retaining wall body 2 is provided with a filtering grid 15, the filtering grid 15 is communicated with the water collecting groove 9, one side of the filtering grid 15 far away from the mountain 1 is arranged in an inclined plane, branches flowing down from the mountain top can enter the water collecting groove 9 through the filtering grid 15, and branches can be intercepted outside by the filtering grid 15, the blockage of the water collection tank 9 can be avoided.
Referring to fig. 5, a first filter screen 16 is fixed on the inner wall of the drainage hole 14, so that the silt on the mountain 1 can be prevented from entering the water collection tank 9 through the drainage hole 14 to block the water collection tank 9.
Referring to fig. 4, a second filter screen 17 is fixed on the inner wall of the water collecting tank 9, so as to further prevent fine silt stones from blocking the first water pipe 10.
Referring to fig. 1 and 2, through holes 18 are symmetrically and equidistantly formed in both sides of the filter lattice 15, threaded holes 19 are equidistantly formed in the upper end of the V-shaped water retaining dam 13 and the upper end of the lattice retaining wall body 2, fixing bolts 20 are inserted into the through holes 18, and the fixing bolts 20 are in threaded connection with the threaded holes 19, so that the V-shaped water retaining dam 13 can be conveniently detached, and impurities can be conveniently cleaned after too many impurities are accumulated on the second filter screen 17.
The working principle is as follows: the anchor cable 6 is fixed in the mountain body 1 through the concrete 8, and then the anchor cable 6 and the anchor head 7 are fixed, so that the stability between the mountain body 1 and the lattice retaining wall body 2 is enhanced, the safety is greatly improved, the V-shaped water retaining dam 13 is arranged, rainwater on the mountain top can be collected and increased in the weather of heavy rains and the like, the rainwater on the mountain top can be conveniently intercepted on the inner side of the V-shaped water retaining dam 13, the intercepted rainwater penetrates through the mountain body 1 and enters the water collecting tank 9 through the drain holes 14, so that the phenomenon that the rainwater impacts on the connection part of the mountain body 1 and the lattice retaining wall body 2 to soften the mountain body 1 in heavy rain is avoided, the stability of the lattice retaining wall body 2 is further prevented from being reduced, meanwhile, the rainwater on the mountain top is filtered through the filter lattices 15 and then enters the water collecting tank 9, and then is guided to the second water conveying pipe 11 through the first water conveying pipe 10 and then guided to the mountain bottom is avoided, avoid the rainwater to strike massif 1, can avoid the rainwater directly to flow down and directly strike the vegetation on lattice barricade body 2 from the top of lattice barricade body 2 simultaneously, the effectual vegetation of having protected.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
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 (2)
1. The utility model provides a lattice barricade that geological disaster engineering used, includes massif (1) and lattice barricade body (2), its characterized in that have been pour to one side of massif (1): middle part equidistance of lattice barricade body (2) is fixed with reinforcing mechanism (3) that are used for strengthening lattice barricade body (2), the top of lattice barricade body (2) is fixed with dredging protection machanism (4) that are used for dredging rivers that the mountain top flows down when heavy rain, reinforcing mechanism (3) are including mounting hole (5), anchor rope (6), anchor head (7) and concrete (8), mounting hole (5) have been seted up to one side equidistance that mountain body (1) is close to lattice barricade body (2), the inner wall of mounting hole (5) is provided with anchor rope (6), the inside equidistance of lattice barricade body (2) is pre-buried has anchor head (7), the one end of anchor rope (6) is fixed with anchor head (7), the inside pouring of mounting hole (5) has concrete (8), dredging protection machanism (4) includes catch basin (9), The water-retaining wall comprises a first water pipe (10), a second water pipe (11), an embedded groove (12), a V-shaped water retaining dam (13), a hydrophobic hole (14) and a filter grid (15), wherein the top of the lattice retaining wall body (2) is symmetrically provided with a water collecting tank (9), the upper end of the lattice retaining wall body (2) is symmetrically pre-embedded with the first water pipe (10), the first water pipe (10) is communicated with the water collecting tank (9), one side of the lattice retaining wall body (2) far away from a mountain body (1) is symmetrically fixed with the second water pipe (11), the second water pipe (11) is communicated with the first water pipe (10), one side of the upper end of the mountain body (1) close to the lattice retaining wall body (2) is provided with the embedded groove (12), the V-shaped water retaining dam (13) is poured inside the embedded groove (12), one end of the V-shaped water retaining dam (13) is fixed with the lattice retaining wall body (2), hydrophobic hole (14) have been seted up to one side equidistance of V type retaining dam (13), the top of lattice barricade body (2) is provided with filters check (15), filter check (15) and water catch bowl (9) are linked together, and filter check (15) and keep away from one side of massif (1) and be the inclined plane setting, the inner wall of hydrophobic hole (14) is fixed with first filter screen (16), the inner wall of water catch bowl (9) is fixed with second filter screen (17).
2. A lattice wall for a geological disaster project according to claim 1, characterized in that: through-hole (18) have been seted up to the bilateral symmetry equidistance of filtering check (15), threaded hole (19) have been seted up to the upper end of V type retaining dam (13) and the equal equidistance in upper end of lattice barricade body (2), it has fixing bolt (20) to peg graft in through-hole (18), fixing bolt (20) and threaded hole (19) threaded connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023021816.2U CN214883728U (en) | 2020-12-15 | 2020-12-15 | Lattice retaining wall for geological disaster engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023021816.2U CN214883728U (en) | 2020-12-15 | 2020-12-15 | Lattice retaining wall for geological disaster engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214883728U true CN214883728U (en) | 2021-11-26 |
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ID=78904354
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023021816.2U Expired - Fee Related CN214883728U (en) | 2020-12-15 | 2020-12-15 | Lattice retaining wall for geological disaster engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214883728U (en) |
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2020
- 2020-12-15 CN CN202023021816.2U patent/CN214883728U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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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: 20211126 |