CN211773741U - Prefabricated formula side slope landslide prevention bank protection mould structure - Google Patents
Prefabricated formula side slope landslide prevention bank protection mould structure Download PDFInfo
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- CN211773741U CN211773741U CN201922170995.7U CN201922170995U CN211773741U CN 211773741 U CN211773741 U CN 211773741U CN 201922170995 U CN201922170995 U CN 201922170995U CN 211773741 U CN211773741 U CN 211773741U
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- side slope
- fixedly connected
- slope
- cement cylinder
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Abstract
The utility model provides a prefabricated formula side slope landslide prevention slope protection mould structure, include: the side slope soil layer, the side slope wall body, the grid mold and the grid mold are movably connected on the upper surface of the side slope soil layer, a cement cylinder is movably connected in the side slope wall body, the lower end of the grid mold is fixedly connected with the cement cylinder, the inner wall of the cement cylinder is fixedly connected with a reinforcing steel bar, the lower end of the cement cylinder is fixedly connected with a pointed cone column, a planting groove is fixedly connected in the grid mold, the periphery of the grid mold is fixedly connected with water flowing holes, the grid mold is in a trapezoidal structure, one end of the grid mold is in an open shape, the grid mold in the trapezoidal structure has good stability, the other end of the grid mold is provided with an opening and is convenient to assemble with other grid molds and is convenient to install, the open end of the grid mold at one end is spliced to form a parallelogram structure, the open ends of, so that the fixation is more stable.
Description
Technical Field
The utility model relates to a mould equipment field relates to a prefabricated formula side slope anti-skidding slope protection mould structure.
Background
The slope protection methods used at present are various, and most of the slope protection methods are slope protection by utilizing concrete materials. Earlier, the concrete was cast integrally with flat forms. Although the method has good slope protection effect, the method cannot be used for greening and seriously damages the environment, in order to green the slope protection, people adopt prefabricated concrete bricks to lay the slope, plants are planted at blank spaces in the bricks, the method achieves the greening effect, but the bricks and the bricks are difficult to form a whole body and are easy to collapse under the scouring of water flow, most of the disclosed slope protection methods can be divided into two types, one type is only a slope protection which is weather-resistant and scour-resistant, the slope protection does not bear lateral soil pressure, such as a sprayed concrete slope protection, a lattice planting slope protection, a planting slope protection and the like, the method is only suitable for a gentle and stable slope without the risk of sliding, the second type is a retaining slope which provides sliding resistance, a masonry retaining wall, a gravity retaining wall, mostly dry-masonry rubbles and concrete, and the method has the defects of building blocks and insufficient scouring and extrusion capacity of resisting river running water, the invention relates to the technical field of traffic route construction, in particular to a slope protection method which can cause serious damage to a common slope protection mode in the long-term and long-term accumulation, can cause corrosion of concrete blocks due to weathering effect and is easy to damage by impact of flowing water, has a slope protection mode combining the concrete blocks with ecological slope protection, separates the slope protection effect from the ecological protection effect, and is difficult to achieve the ecological protection effect.
SUMMERY OF THE UTILITY MODEL
The technical problem that above-mentioned background art provided is solved to this kind of device, provides a prefabricated formula side slope landslide prevention slope protection mould structure, includes: side slope soil layer, side slope wall body, grid mould, cement cylinder, reinforcement reinforcing bar, pointed cone post, planting groove, discharge orifice, side slope soil layer upper surface swing joint has the grid mould, the inside swing joint of side slope wall body has the cement cylinder, grid mould lower extreme fixedly connected with cement cylinder, and cement cylinder inner wall fixedly connected with reinforcement reinforcing bar, cement cylinder lower extreme fixedly connected with pointed cone post, the inside fixedly connected with of grid mould plants the groove, and grid mould fixedly connected with discharge orifice all around.
Preferably, the grid mold has a trapezoidal structure, and one end of the grid mold is open.
Preferably, one end of the grid die is spliced into a parallelogram structure in an opening shape.
Preferably, the pointed conical column is inserted into the slope wall body to the insertion depth of 200m m-10
Preferably, the grid mold is made of an aluminum material and is formed by assembly welding.
Has the advantages that: through being the trapezium structure at the grid mould, and establish to the opening shape one end, the grid mould of trapezium structure has fine stability, and one end sets up the opening, is convenient for assemble with other grid moulds, easy to assemble.
The spliced grid mould has the advantages that the opening end of each grid mould is spliced into a parallelogram structure, the opening ends of the two grid moulds are spliced and combined together, the area inside the planting plate is increased, and meanwhile, gaps for directly leaving messages are reduced, so that the fixation is more stable.
Drawings
Fig. 1 is a schematic view of the overall plane structure of the present invention.
Fig. 2 is a schematic view of a three-dimensional structure of a grid mold of the present invention.
Fig. 3 is a schematic diagram of a planar structure of a grid mold according to the present invention.
Fig. 4 is the overall structure schematic diagram of the middle grid mold of the present invention.
In FIGS. 1-4: side slope soil layer-1, side slope wall body-2, grid mould-3, cement column-4 and additive
A reinforcing steel bar-5, a pointed cone column-6, a planting groove-7 and a drain hole-8.
Detailed Description
Referring to fig. 1 to 4, in an embodiment of the present invention, a prefabricated mold structure for slope protection, includes: side slope soil layer 1, side slope wall body 2, grid mould 3, cement cylinder 4, reinforcing steel bar 5, pointed cone post 6, plant groove 7, the discharge orifice 8, side slope soil layer 1 upper surface swing joint has grid mould 3, the inside swing joint of side slope wall body 2 has cement cylinder 4, 3 lower extreme fixedly connected with cement cylinder 4 of grid mould, and 4 inner wall fixedly connected with reinforcing steel bar 5 of cement cylinder, 4 lower extreme fixedly connected with pointed cone posts 6 of cement cylinder, 3 inside fixedly connected with of grid mould plant groove 7, and grid mould 3 fixedly connected with discharge orifice 8 all around.
Further, grid mould 3 is the trapezium structure, and establishes to the opening shape one end, and the grid mould 3 of trapezium structure has fine stability, and one end sets up the opening, is convenient for assemble easy to assemble with other grid moulds 3.
Further, 3 one end opening shapes of grid mould concatenation are parallelogram structure, with the open end concatenation combination of two grid moulds 3 together, have increased the inside area of planting the board, reduce the space of the direct message of concatenation simultaneously for it is fixed more stable.
Furthermore, the pointed cone column 6 is inserted into the side slope wall body 2 with the insertion depth of 200mm-100mm, and the pointed cone column 6 is inserted into the side slope wall body 2 with the depth of 200mm and 100mm directly, so that the grid mold 3 can be fixed better, and the insertion is quicker and fixed.
Further, grid mould 3 establishes to aluminium type material, and through the assembly welding shaping, aluminium type material has fine corrosion resistance and fastness, and through making grid mould 3 welding mode, the better stability of fixed mould of being convenient for.
The working principle is as follows: inside driving cement cylinder 4 with sharp awl post 6 one end and inserting side slope wall body 2 together, and the inside reinforcing bar 5 of cement cylinder 4 for cement cylinder 4 is more firm, and the grid mould 3 of cement cylinder 4 one end is spread and is put on side slope soil layer 1 upper surface, splices the one end opening part of two grid moulds 3 together, makes planting groove 7 increase and plants the area, and plants inside discharge orifice 8 all around of groove 7, is convenient for discharge unnecessary water, reduces the plant root corrosion damage.
Claims (5)
1. The utility model provides a prefabricated formula side slope landslide prevention bank protection mould structure, includes: side slope soil layer (1), side slope wall (2), grid mould (3), cement cylinder (4), reinforcement reinforcing bar (5), pointed cone post (6), planting groove (7), discharge orifice (8), its characterized in that: side slope soil layer (1) upper surface swing joint has grid mould (3), the inside swing joint of side slope wall body (2) has cement cylinder (4), grid mould (3) lower extreme fixedly connected with cement cylinder (4), and cement cylinder (4) inner wall fixedly connected with reinforcement reinforcing bar (5), cement cylinder (4) lower extreme fixedly connected with point awl post (6), grid mould (3) inside fixedly connected with plants groove (7), and grid mould (3) fixedly connected with discharge orifice (8) all around.
2. The prefabricated mold structure for slope slide prevention and slope protection according to claim 1, characterized in that: the grid die (3) is of a trapezoidal structure, and one end of the grid die is of an opening shape.
3. The prefabricated mold structure for slope slide prevention and slope protection according to claim 1, characterized in that: and one end of the grid die (3) is in an opening shape and is spliced into a parallelogram structure.
4. The prefabricated mold structure for slope slide prevention and slope protection according to claim 1, characterized in that: the pointed conical column (6) is inserted into the side slope wall body (2) with the insertion depth of 200mm-100 mm.
5. The prefabricated mold structure for slope slide prevention and slope protection according to claim 4, characterized in that: the grid mold (3) is made of aluminum material and is formed by assembly welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922170995.7U CN211773741U (en) | 2019-12-06 | 2019-12-06 | Prefabricated formula side slope landslide prevention bank protection mould structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922170995.7U CN211773741U (en) | 2019-12-06 | 2019-12-06 | Prefabricated formula side slope landslide prevention bank protection mould structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211773741U true CN211773741U (en) | 2020-10-27 |
Family
ID=72973071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922170995.7U Active CN211773741U (en) | 2019-12-06 | 2019-12-06 | Prefabricated formula side slope landslide prevention bank protection mould structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211773741U (en) |
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2019
- 2019-12-06 CN CN201922170995.7U patent/CN211773741U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230526 Address after: 433000 Xiaonan Community Neighborhood Committee, Xiantao City, Hubei Province Patentee after: Hubei senyao Construction Co.,Ltd. Address before: 264000 No.699 Gongshang street, Muping District, Yantai City, Shandong Province Patentee before: Liu Aijun |
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| TR01 | Transfer of patent right |