CN210341802U - Gabion type embankment protection structure - Google Patents
Gabion type embankment protection structure Download PDFInfo
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- CN210341802U CN210341802U CN201920682636.7U CN201920682636U CN210341802U CN 210341802 U CN210341802 U CN 210341802U CN 201920682636 U CN201920682636 U CN 201920682636U CN 210341802 U CN210341802 U CN 210341802U
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- gabion
- reinforcing
- mesh
- fixedly connected
- plane
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 79
- 239000010959 steel Substances 0.000 claims abstract description 79
- 230000002787 reinforcement Effects 0.000 claims abstract description 37
- 239000002689 soil Substances 0.000 claims abstract description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 39
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 22
- 238000007493 shaping process Methods 0.000 claims description 12
- 230000001681 protective effect Effects 0.000 claims description 10
- 238000004804 winding Methods 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 9
- 239000004575 stone Substances 0.000 description 14
- 241000196324 Embryophyta Species 0.000 description 10
- 230000008093 supporting effect Effects 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 241000221079 Euphorbia <genus> Species 0.000 description 1
- 241000219793 Trifolium Species 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- -1 aluminum-zinc rare earth Chemical class 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 229920001688 coating polymer Polymers 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000000593 degrading effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 210000004209 hair Anatomy 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 231100000252 nontoxic Toxicity 0.000 description 1
- 230000003000 nontoxic effect Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 229920005672 polyolefin resin Polymers 0.000 description 1
- 239000011253 protective coating Substances 0.000 description 1
- 229910052761 rare earth metal Inorganic materials 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000003900 soil pollution Methods 0.000 description 1
- 239000010920 waste tyre Substances 0.000 description 1
- 238000009941 weaving Methods 0.000 description 1
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Abstract
A gabion type embankment protection structure comprises a plurality of square steel reinforcement gabions fixed in rows and layers, wherein each steel reinforcement gabion comprises four steel reinforcement mesh planes in the lateral direction, a steel reinforcement mesh plane at the bottom and a steel reinforcement mesh plane at the top, five steel reinforcement mesh arch surfaces are arranged inside the steel reinforcement gabion and are respectively and fixedly connected to the four steel reinforcement mesh planes in the lateral direction and the steel reinforcement mesh plane at the bottom correspondingly, a spacing space is formed between each steel reinforcement mesh arch surface and the corresponding steel reinforcement mesh plane, a degradable environment-friendly bag is placed in the spacing space, and the degradable environment-friendly bag is used for containing soil and plant seeds. The utility model discloses promote soil and water conservation efficiency and structural stability, wholly possess certain ecological effect, view effect and economic effect.
Description
Technical Field
The utility model relates to a view engineering technical field specifically is a gabion formula embankment protective structure.
Background
Gabions are a form of ecological grid structure, and refer to cages filled with stones provided to prevent the banks or structures from being washed by water currents. The ecological grid is a novel material structure widely applied to engineering projects such as traffic, water conservancy, municipal administration, gardens, water and soil conservation and the like. The ecological grid is formed by mechanically twisting and weaving corrosion-resistant, wear-resistant and high-strength low-carbon high-zinc-content steel wires or 5% aluminum-zinc rare earth alloy coating steel wires (or homogeneous coating polymer steel wires) into a multi-twisted and hexagonal-mesh net sheet, wherein the length of a double-wire twisted part is not less than 5cm so as not to damage a protective coating of the steel wires. The ecological grid can be assembled into a box cage according to the engineering design requirements, and filled with fillers such as rock blocks and the like to be connected into a whole, so that the ecological grid can be used as a new technology for engineering such as embankment, roadbed protection and the like.
At present, the gabion develops gradually towards the trend of integrating ecological effect, landscape effect, economic effect and safety effect into a whole besides playing the role of water and soil conservation. The gabion retaining wall protection structure disclosed in patent document with publication number CN204825787U comprises a gabion retaining wall formed by connecting a plurality of gabion net cages, wherein the gabion net cages are composed of net cage iron wires and stones filled in the gabion retaining wall, and the gabion retaining wall protection structure is characterized in that: the side of being close to water of gabion barricade has multirow junked tire along its vertical equipartition embedding, and adjacent two rows of junked tire mutual dislocation are arranged, and every junked tire is respectively through establishing in the gabion box that the incision embedding of its outer fringe corresponds, the junked tire hole is full of to the stone, junked tire outer fringe protrusion in the side surface of being close to water of gabion barricade, and this scheme is called, has carried out the recycle to junked tire for traditional gabion structure, prolongs the life of gabion barricade. Although the addition of the waste tires enables the gabion structure to have landscape effect and economic effect in a short period, in a long term, if the gabion structure is not treated regularly and ready, pollution to ecological environment can be caused, such as water quality and soil pollution and vegetation damage, and the gabion structure cannot be applied to places such as the lakesides and embankments of scenic spots at a high rate, and how to enable the gabion to generate more effects in the places is convenient to build and assemble, and structural rationality is guaranteed, so that the gabion structure is one of subjects worth researching in the field at present.
Disclosure of Invention
A technical object of the utility model is to provide a gabion formula embankment protective structure solves traditional embankment gabion structure and function singleness, can't satisfy the problem to the many-sided demand of ecology, view, economy and safe effect at present.
The utility model discloses a concrete technical scheme as follows: a gabion type embankment protection structure comprises a plurality of square steel reinforcement gabions fixed in rows and layers, wherein each steel reinforcement gabion comprises four steel reinforcement mesh planes in the lateral direction, a steel reinforcement mesh plane at the bottom and a steel reinforcement mesh plane at the top, five steel reinforcement mesh arch surfaces are arranged inside the steel reinforcement gabion and are respectively and fixedly connected to the four steel reinforcement mesh planes in the lateral direction and the steel reinforcement mesh plane at the bottom correspondingly, a spacing space is formed between each steel reinforcement mesh arch surface and the corresponding steel reinforcement mesh plane, a degradable environment-friendly bag is placed in the spacing space, and the degradable environment-friendly bag is used for containing soil and plant seeds.
Preferably, each of the steel mesh arch surfaces is fixedly connected with one end of one or more first shaped steel wires, and the other end of the first shaped steel wire is fixedly connected with the corresponding steel mesh plane of each of the steel mesh arch surfaces.
Preferably, the first shaped steel wire is provided with a plurality of first shaped steel wires which are combined into two rows which are intersected into a cross shape and penetrate through the center of the arch surface of the reinforcing mesh.
Preferably, the center of each reinforcing mesh arch surface is fixedly connected with one end of a second shaped steel wire, and the other ends of the second shaped steel wires intersect at the same point.
Preferably, the point is fixedly connected with one end of a third shaped steel wire, and the other end of the third shaped steel wire is fixedly connected with the reinforcing mesh plane at the top in a winding manner.
Preferably, a movable door is arranged on the reinforcing steel bar mesh plane corresponding to the reinforcing steel bar mesh arch surface.
Preferably, both ends of the arch surface of the steel mesh are fixedly connected to both ends of the plane of the steel mesh.
Preferably, each of the reinforcement cages is fixedly connected with a positioning pipe on the mesh reinforcement plane at the bottom, and each of the reinforcement cages is fixedly connected with a positioning column on the mesh reinforcement plane at the top, and the positioning columns and the positioning pipes between different reinforcement cages can be matched and jointed with each other.
The technical advantages of the utility model reside in level and smooth, accurate concatenation between the gabion among the gabion embankment protective structure, the construction is simple to the utilization is equipped with soil and plant seed degradable recycle bags makes this structure can have certain vegetation cover volume after regular management and protection, and the growth of vegetation can reverse again and consolidate the gabion structure, promotes soil and water conservation efficiency and structural stability, wholly possesses certain ecological effect, view effect and economic effect.
Drawings
Fig. 1 is a schematic structural view of a single reinforcement gabion according to an embodiment of the present invention;
fig. 2 is a schematic top view of a single steel mesh arch and its first shaped steel wire 4 according to an embodiment of the present invention;
fig. 3 is a schematic structural view of a single steel mesh plane with a movable door according to an embodiment of the present invention;
the names of the parts corresponding to the numbers in the figure are respectively: the method comprises the following steps of 1-a reinforced gabion, 2-a reinforced mesh arch surface, 3-a degradable environment-friendly bag, 4-a first shaped steel wire, 5-a second shaped steel wire, 6-a third shaped steel wire, 7-a movable door, 8-a positioning pipe and 9-a positioning column.
Detailed Description
The invention will be further explained by means of specific embodiments with reference to the drawings, in which:
referring to fig. 1, 2 and 3, an embodiment of a gabion-type embankment protection structure comprises a plurality of square reinforcement cages 1 fixed in rows and layers, each reinforcement cage 1 comprising four lateral mesh planes, a bottom mesh plane and a top mesh plane, the top mesh plane being in the form of a conventional flap defining an opening for filling stone. Five reinforcing bar net hunch faces 2 are equipped with to reinforcing bar gabion 1 inside, and reinforcing bar net hunch face 2 corresponds fixed connection respectively on four reinforcing bar net planes that are located the side direction and a reinforcing bar net plane that is located the bottom, forms the interval space between reinforcing bar net hunch face 2 and the reinforcing bar net plane, puts into degradable recycle bags 3 in the interval space, and degradable recycle bags 3 are used for packing into soil and plant seed.
In the process of filling stones and making the stones, the size of the body is easy to deform, so that a large gap is formed between the stone cages and each surface of each stone cage is not flat, assembly is difficult, and use is affected, and the arrangement of the reinforcing mesh arch surface 2 aims to solve the problem. The reinforcing steel bar mesh arch surface 2 can be a spherical mesh surface arched towards the inner cavity direction of the reinforcing steel bar gabion 1, so that the filled stone is separated from the reinforcing steel bar mesh plane, the flatness of the reinforcing steel bar mesh plane is ensured, and the reinforcing steel bar mesh arch surface is easy to assemble and use; moreover, the filled stone can only be pressed or clamped to the arch face 2 of the reinforcing steel bar grid, and can not be pressed or clamped to the plane of the reinforcing steel bar grid; in addition, the design saves the amount of filling stone. The other purpose of the steel bar grid arch surface 2 is to utilize the formed space to put the degradable environment-friendly bag 3 filled with soil and plant seeds, and to grow a certain amount of vegetation through later-stage management and protection, so that the stone cage is attractive, and the structural firmness of the stone cage can be improved through the vine root hairs of some vegetation in turn. The degradable environment-friendly bag 3 is preferably a paper bag or a plastic bag which can be quickly dissolved when being irradiated by sunlight and wetted (mainly produced by adopting nontoxic polyolefin resin, a degrading agent and other raw materials); the plant seeds can be local plants, plants consistent with certain types in the surrounding vegetation environment, plants with relatively developed root systems, rapid growth and strong stress resistance, and plants with easily obtained seeds, simple cultivation and low cost, such as humifuse euphorbia herb, ivy, clover and the like. Regarding the availability of the space, it is preferable to insert the degradable reusable bag 3 as closely and satisfactorily as possible in consideration of the compressibility of the soil. The arrangement is particularly suitable for landscape protection projects such as lake-surrounding embankments and the like, and realizes perfect combination of appreciation and practicability. The movable door 7 is arranged on the reinforcing mesh plane corresponding to the reinforcing mesh arch surface 2, the movable door 7 can be independently hinged or belong to one part of the reinforcing mesh plane (can be bent and deformed, and is unsealed by bundling and the like), the number and the size of the doors can be determined according to actual conditions, and the degradable environment-friendly bag 3 is plugged from the doors.
In consideration of the structural strength, each steel bar grid arch surface 2 is fixedly connected with one end of a plurality of first shaped steel wires 4, and the other end of each first shaped steel wire 4 is fixedly connected with the corresponding steel bar grid plane of each steel bar grid arch surface 2. The first fixed steel wires 4 form two rows which are intersected into a cross shape and penetrate through the center of the arch surface 2 of the reinforcing mesh. The size of the first shaped steel wire 4 can be selected to be larger than the size of the steel bar passing through the arch face 2 and the plane of the steel bar grid. The first fixed steel wire 4 supports the steel mesh arch surface 2, the deformation resistance of the arch surface is further improved, and the cross-shaped design is a preferred scheme with a simple structure and a good supporting effect. In consideration of the structural strength, the center of each steel grid arch 2 is fixedly connected with one end of a second shaped steel wire 5, and the other ends of the second shaped steel wires 5 intersect at the same point. The point is fixedly connected with one end of a third shaped steel wire 6, and the other end of the third shaped steel wire 6 is fixedly connected with the reinforcing mesh plane at the top in a winding way. The first shaping steel wire 4 is used for supporting and shaping from the inner side of the steel mesh arch surface 2, the second shaping steel wire 5 is used for supporting and shaping from the outer side of the steel mesh arch surface 2, and the third shaping steel wire 6 is used for supporting and shaping by the aid of the steel mesh plane positioned at the top part and the second shaping steel wire 5. The three steel wires are finally used for keeping the shape of the steel bar grid arch surface 2 stable as much as possible without large deformation, and the steel wires are also used for supporting and reinforcing the whole structure of the gabion in a phase-changing manner and providing winding attachment carriers for some plants. The two ends of the reinforcing steel bar mesh arch surface 2 are fixedly connected with the two ends of the corresponding reinforcing steel bar mesh plane, so that the size of the reinforcing steel bar mesh arch surface 2 is the largest, and the two ends of the two adjacent reinforcing steel bar mesh arch surfaces 2 are tightly attached to prevent stones from being clamped into the reinforcing steel bar mesh plane to possibly influence the shape and the flatness of the reinforcing steel bar mesh plane.
In addition, the convenience and the accuracy of assembling are also considered, the positioning pipe 8 is fixedly connected to the reinforcing mesh plane at the bottom of each reinforcing gabion 1, the positioning column 9 is fixedly connected to the reinforcing mesh plane at the top of each reinforcing gabion 1, the positioning columns 9 and the positioning pipes 8 between different reinforcing gabions 1 can be matched and connected with each other, and when the reinforcing gabions 1 are stacked up and down, the positioning pipes 8 and the positioning columns 9 are accurately found, and the splicing positioning can be carried out. The positioning pipes 8 can be arranged in a plurality of rows in the front-back upward direction, and the corresponding positioning columns 9 are also arranged in a plurality of rows in the front-back upward direction, so that the upper and lower gabions can be completely overlapped or stepped when the reinforcement gabions 1 are stacked up and down. Of course, the traditional means of binding and reinforcing the upper, lower, left and right adjacent reinforcement gabions 1 by using binding wires are still used in cooperation.
It will be understood by those skilled in the art that the embodiments of the present invention as described above and shown in the drawings are given by way of example only and are not limiting of the present invention. The purpose of the utility model is completely and effectively realized. The functional and structural principles of the present invention have been shown and described in the embodiments, and the embodiments of the present invention can be modified or altered without departing from the principles.
Claims (8)
1. A gabion-type bank protection structure comprising a plurality of square reinforcement gabions (1) fixed in a row in layers, each said reinforcement gabion (1) comprising four lateral mesh reinforcement planes, one bottom mesh reinforcement plane and one top mesh reinforcement plane, characterised in that: the novel environment-friendly gabion is characterized in that five reinforcing mesh arch surfaces (2) are arranged inside the reinforcing mesh gabion (1), the reinforcing mesh arch surfaces (2) are respectively and correspondingly fixedly connected to four reinforcing mesh planes located in the lateral direction and one reinforcing mesh plane located at the bottom, spacing spaces are formed between the reinforcing mesh arch surfaces (2) and the reinforcing mesh planes, degradable environment-friendly bags (3) are placed in the spacing spaces, and the degradable environment-friendly bags (3) are used for being filled with soil and plant seeds.
2. A gabion-type bank protective structure according to claim 1, wherein: each reinforcing steel bar grid arch surface (2) is fixedly connected with one end of one or more first shaping steel wires (4), and the other end of each first shaping steel wire (4) is fixedly connected with the reinforcing steel bar grid plane corresponding to each reinforcing steel bar grid arch surface (2).
3. A gabion-type bank protective structure according to claim 2, wherein: the first shaping steel wires (4) are provided with a plurality of rows which are intersected into a cross shape and penetrate through the center of the reinforcing mesh arch surface (2).
4. A gabion-type bank protective structure according to claim 1, wherein: the center of each reinforcing mesh arch surface (2) is fixedly connected with one end of a second shaping steel wire (5), and the other ends of the second shaping steel wires (5) are intersected at the same point.
5. A gabion-type bank protective structure according to claim 4, wherein: the point is fixedly connected with one end of a third shaped steel wire (6), and the other end of the third shaped steel wire (6) is fixedly connected with the reinforcing mesh plane positioned at the top in a winding manner.
6. A gabion-type bank protective structure according to claim 1, wherein: and a movable door (7) is arranged on the reinforcing steel bar grid plane corresponding to the reinforcing steel bar grid arch surface (2).
7. A gabion-type bank protective structure according to claim 1, wherein: and the two end parts of the reinforcing steel bar grid arch surface (2) are fixedly connected with the two end parts of the corresponding reinforcing steel bar grid plane.
8. A gabion-type bank protective structure according to claim 1, wherein: each reinforcing bar gabion (1) is located at the bottom and fixedly connected with a positioning pipe (8) on the reinforcing bar grid plane, each reinforcing bar gabion (1) is located at the top and fixedly connected with a positioning column (9) on the reinforcing bar grid plane, and the positioning columns (9) and the positioning pipes (8) between different reinforcing bar gabions (1) can be matched and jointed with each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920682636.7U CN210341802U (en) | 2019-05-14 | 2019-05-14 | Gabion type embankment protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920682636.7U CN210341802U (en) | 2019-05-14 | 2019-05-14 | Gabion type embankment protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210341802U true CN210341802U (en) | 2020-04-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920682636.7U Expired - Fee Related CN210341802U (en) | 2019-05-14 | 2019-05-14 | Gabion type embankment protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210341802U (en) |
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2019
- 2019-05-14 CN CN201920682636.7U patent/CN210341802U/en not_active Expired - Fee Related
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200417 |
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| CF01 | Termination of patent right due to non-payment of annual fee |