CN217710773U - Assembled gabion bank protection - Google Patents
Assembled gabion bank protection Download PDFInfo
- Publication number
- CN217710773U CN217710773U CN202221701436.XU CN202221701436U CN217710773U CN 217710773 U CN217710773 U CN 217710773U CN 202221701436 U CN202221701436 U CN 202221701436U CN 217710773 U CN217710773 U CN 217710773U
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- China
- Prior art keywords
- steel skeleton
- slope
- platform
- slope body
- slider
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 38
- 239000010959 steel Substances 0.000 claims abstract description 38
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 230000008878 coupling Effects 0.000 claims abstract description 7
- 238000010168 coupling process Methods 0.000 claims abstract description 7
- 238000005859 coupling reaction Methods 0.000 claims abstract description 7
- 239000004744 fabric Substances 0.000 claims abstract description 7
- 239000012466 permeate Substances 0.000 claims abstract description 7
- 239000002184 metal Substances 0.000 claims description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 239000004575 stone Substances 0.000 claims description 20
- 230000007246 mechanism Effects 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 5
- 238000012856 packing Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 16
- 230000008569 process Effects 0.000 abstract description 12
- 238000010276 construction Methods 0.000 abstract description 8
- 238000012423 maintenance Methods 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000005728 strengthening Methods 0.000 abstract description 4
- 230000035699 permeability Effects 0.000 abstract description 3
- 238000010923 batch production Methods 0.000 abstract description 2
- 230000008595 infiltration Effects 0.000 abstract description 2
- 238000001764 infiltration Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 239000004746 geotextile Substances 0.000 description 5
- 230000009471 action Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses an assembled gabion bank protection, including platform, the slope body, the geotechnological cloth that permeates water, fill the metalling, the top of platform is provided with the slope body, the steel skeleton sets up the inboard at filling the metalling, steel reinforcement net piece has all been tied up to six of steel skeleton, the inboard rigid coupling of steel skeleton has the riser. The utility model relates to a civil engineering side slope support technical field, through the cooperation between strengthening rib, slider and the steel skeleton, but this gabion batch production improves production efficiency greatly, construction simple process, hoist and mount can, secondly have better water permeability, can prevent that the infiltration from collecing, avoids slope strength to reduce, and the natural element of third multiplicable side slope makes the side slope merge into the surrounding environment better, and this bank protection maintenance at last is swift, cost economy.
Description
Technical Field
The utility model relates to a civil engineering side slope support technical field specifically is an assembled gabion bank protection.
Background
The Gansu provinces have various climatic environments and complex geological conditions, and put forward higher requirements on the retaining and protection of road side slopes, how to put forward a reasonable side slope protection scheme according to specific conditions such as terrain, climate and traffic conditions of the province, and reasonably utilize limited funds, and obtaining the maximum road side slope protection effect with limited fund investment is a great challenge faced by the road side slope protection of the province, but in recent years, the nation also puts forward higher requirements on aspects such as technical innovation, environmental protection and ground disaster prevention and control, generally adopts a gabion mode to protect the slope, and needs an assembled gabion slope protection for the convenience of installation of users.
The gabion is a form of ecological grid structure, and refers to a cage filled with stones for preventing a river bank or a structure from being washed by water flow, and generally, after stones are stacked, a metal net is laid to fix the stones.
However, a large number of stones need to be placed when the existing gabions are stacked, working time is prolonged during field operation, subsequent maintenance is not facilitated, and use cost is increased.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides an assembled gabion bank protection has solved current gabion and need put a large amount of stones when stacking, has prolonged operating time when the operation on the spot to be unfavorable for subsequent maintenance and maintenance, increased use cost's problem.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides an assembled gabion bank protection, includes platform, the slope body, the geotechnological cloth that permeates water, fills the metalling, the top of platform is provided with the slope body, one side of the slope body is provided with the geotechnological cloth that permeates water, one side of the geotechnological cloth that permeates water is provided with fills the metalling, the outside of the slope body is provided with the metal mesh, the inboard of metal mesh is provided with a plurality of strengthening mechanisms, and strengthening mechanism includes steel skeleton, reinforcing bar net piece, riser, diaphragm, slider, first bolt and inserted bar, the steel skeleton sets up the inboard at filling the metalling, steel skeleton six faces have all been tied up the reinforcing bar net piece, the inboard rigid coupling of steel skeleton has the riser, the back rigid coupling of riser has the diaphragm, the inner wall slip joint of diaphragm has the slider, the outer wall below of slider links to each other with the bottom through-hole activity of diaphragm, the top recess of slider and the top through-hole screw thread of diaphragm have first bolt, one side rigid coupling of slider has the inserted bar.
Preferably, reinforcing ribs are arranged at four corners of the inner side of the steel skeleton.
Preferably, the top of metal mesh is through a plurality of second bolts and the top fixed connection of the slope body, buried curb has been buried underground to top one side of platform, buried curb's one side is through the below fixed connection of third bolt and metal mesh.
Preferably, one side of the top of the platform is provided with a sloping field drainage ditch.
Preferably, a plurality of stones are filled in the inner cavity positions of the steel skeleton and the metal net.
Advantageous effects
The utility model provides an assembled gabion bank protection. The method has the following beneficial effects: this assembled gabion bank protection passes through the cooperation between strengthening rib, slider and the steel skeleton, but this gabion batch production improves production efficiency greatly, and construction simple process, hoist and mount can, secondly have better water permeability, can prevent that the infiltration from collecing, avoids slope body strength to reduce, and the natural element of third multiplicable side slope makes the side slope merge into the surrounding environment better, and this bank protection maintenance is swift at last, cost economy.
Through embedding the cooperation between curb, third bolt and the inserted bar, improved the stability of the stone inside the gabion of steel skeleton and inside packing, avoided taking place the skew at the steel skeleton when in actual use, improved stability.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is an external view of the present invention;
FIG. 3 is a schematic structural view of the reinforcement rib, the slider and the first bolt in FIG. 1;
fig. 4 is a schematic structural view of the embedded kerb, the third bolt and the reinforcing mesh in fig. 1.
In the figure: 1. the construction method comprises the following steps of a platform, 2, a slope body, 3, permeable geotextile, 4, a filled gravel layer, 5, a metal net, 6, a second bolt, 7, a steel framework, 8, reinforcing ribs, 9, stones, 10, embedded kerbs, 11, a third bolt, 12, a sloping field drainage ditch, 13, a vertical plate, 14, a transverse plate, 15, a sliding block, 16, a first bolt, 17, an inserted link, 18 and a reinforcing mesh.
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.
The following working principles, detailed connecting means thereof, and the following main descriptions of the working principles and processes are well known in the art, and will be referred to by those skilled in the art for the specific connection and operation sequence of the components in this application.
The first embodiment is as follows: as shown in fig. 1-3, an assembled gabion revetment comprises a platform 1, a slope body 2, a permeable geotextile 3 and a filled gravel layer 4, wherein the top of the platform 1 is provided with the slope body 2, one side of the slope body 2 is provided with the permeable geotextile 3, the permeable geotextile 3 is used for preventing silt from entering the gabion revetment, further influencing the safety of the slope protection structure, one side of the permeable geotextile 3 is provided with a filling gravel layer 4, the outer side of the slope body 2 is provided with a metal net 5, the inner side of the metal net 5 is provided with a plurality of reinforcing mechanisms, each reinforcing mechanism comprises a steel skeleton 7, reinforcing mesh sheets 18, vertical plates 13, transverse plates 14, a sliding block 15, a first bolt 16 and an insertion rod 17, the steel skeleton 7 is arranged at the inner side of the filling gravel layer 4, the reinforcing mesh sheets 18 are all tied on six sides of the steel skeleton 7, the reinforcing mesh sheets 18 can be galvanized steel bars with the diameter of 10mm, the spacing of the reinforcing mesh sheets is 50mm to 50mm, a square grid is arranged in the interval of the reinforcing mesh sheets, pebbles or broken stones with the diameter of 100mm-200mm are placed in a sealed space formed, stones can be placed on the inner side of the steel skeleton 7 for filling, the inner side of the steel skeleton 7 is fixedly connected with the vertical plates 13, the transverse plates 13 are fixedly connected with the transverse plates 14, the sliding blocks 15 are slidably clamped on the inner walls of the transverse plates 14, the sliding blocks 15 are movably connected with bottom through holes of the transverse plates 15, grooves on the top of the transverse plates and the first bolts 16 are connected with the top of the through holes of the transverse plates 14, wherein the size of the gabion can be L =2000mm in length, B =1000mm in width, H =500mm in height, when the overlapping length is 750mm, the slope protection with the gradient of 1 is formed, when the overlapping length is 500mm, the slope protection with the gradient of 1, when the overlapping length is 250mm, the slope protection with the slope of 1.5 can be formed, and the structure is safe and stable when the slope protection slope is between 1.5 and 1.5 by structural calculation, so the overlapping length between the gabions can be adjusted to obtain the gabion slope protection with the slope of 1;
in the specific implementation process, it is worth pointing out that the device realizes the assembly type production by adopting the mode that a plurality of steel frameworks 7 sleeved with steel bar meshes 18 are lapped through matching among the reinforcing ribs 8, the sliding blocks 15 and the steel frameworks 7, and compared with the traditional slope protection technology, the basic structure of the assembly type gabion support technology is cages with different shapes of stone filling, stone materials meeting the particle size requirement are filled into the cages with certain specification and strength, and the device has certain supporting, anti-sliding and anti-scouring functions, can bear the damage of harsh environment and weather conditions, and has the functions of being integrated with the engineering environment and improving the landscape effect. Compared with other structures, the assembled gabion revetment can form a steep or even upright structure, reduces occupied area, can meet local conditions, has low strength requirement on filled stones, does not need regular and large stones, is convenient to obtain materials locally, can effectively prevent settlement diseases caused by frost heaving and the like by virtue of a flexible structure, has low requirement on foundation bearing capacity, prolongs the service life of protection engineering, has good harmony with natural landscapes, has strong later ecological recoverability, is beneficial to beautifying side slopes, has a simple construction process, is not influenced by natural environmental factors such as altitude, air temperature and the like, has short construction period, is easy to control construction quality, has good water permeability, can timely remove accumulated water on the back of walls, relieves the soil pressure on the back of the structure, does not need additional drainage facilities, is rapid in production and convenient to transport and store, can realize mechanical construction, is rapid in construction progress, greatly saves labor force, and is an integral structure with panels and ribs which are continuously produced, so that the defect of weak links of the traditional structure is avoided;
specifically, before filling the inside stone of steel skeleton 7, the user can take off first bolt 16, then promotes inserted bar 17 and breaks away from diaphragm 14, fixes a position in another through-hole of diaphragm 14 first bolt 16, and it is fixed inside filling rubble layer 4 to pack the stone and bundle the back with reinforcing bar net piece 18, and steerable external lifting device inserts the one end of inserted bar 17 and fixes, has improved the stability when using.
Example two: as can be seen from fig. 1, 2 and 4, reinforcing ribs 8 are mounted at four corners of the inner side of the steel frameworks 7;
in the specific implementation process, the reinforcing ribs 8 are particularly worthy of indicating that the stability of the steel skeleton 7 is improved, and the overall strength of the gabion is improved;
furthermore, the upper part of the metal net 5 is fixedly connected with the top of the slope body 2 through a plurality of second bolts 6, an embedded curb 10 is embedded in one side above the platform 1, one side of the embedded curb 10 is fixedly connected with the lower part of the metal net 5 through a third bolt 11, and the plurality of second bolts 6 and the third bolts 11 penetrate through the metal net 5 and can limit the metal net 5, so that the metal net 5 is prevented from moving, and the stability of the metal net 5 is ensured;
in the specific implementation process, it is worth noting that the device supports the metal mesh 5 by means of the plurality of second bolts 6 and third bolts 11, so as to ensure the stability of the metal mesh 5 in use;
further, one side of the top of the platform 1 is provided with a sloping field drainage ditch 12;
in the specific implementation process, it is worth particularly pointing out that the sloping field drainage ditch 12 can avoid water accumulation above the platform 1, so as to ensure the normal use of the slope protection;
furthermore, a plurality of stones 9 are filled in the inner cavity positions of the steel frameworks 7 and the metal net 5;
in the specific implementation process, it is worth particularly pointing out that the plurality of stones 9 filled in the inner cavity positions of the steel framework 7 and the metal net 5 improve the overall stability of the slope protection, prevent gaps from loosening and improve the stability;
specifically, on the basis of the first embodiment, the steel skeleton 7 and the stones filled in the steel skeleton 7 are stabilized inside the gabion by matching the embedded kerb 10, the third bolt 11 and the insertion rod 17, so that the steel skeleton 7 is prevented from shifting in actual use, and the stability is improved.
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. Without further limitation. The use of the phrase "comprising one of the elements does not exclude the presence of other like elements in the process, method, article, or apparatus that comprises the element.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "disposed," "connected," "fixed," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through an intermediate medium, and may be connected through the inside of two elements or in an interaction relationship between two elements, unless otherwise specifically defined, and the specific meaning of the above terms in the present invention will be understood by those skilled in the art according to specific situations.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various 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 (5)
1. The utility model provides an assembled gabion bank protection, includes platform (1), the slope body (2), the geotechnological cloth (3) that permeates water, fills metalling (4), the top of platform (1) is provided with the slope body (2), one side of the slope body (2) is provided with the geotechnological cloth (3) that permeates water, one side of the geotechnological cloth (3) that permeates water is provided with fills metalling (4), its characterized in that: a metal net (5) is arranged on the outer side of the slope body (2), and a plurality of reinforcing mechanisms are arranged on the inner side of the metal net (5);
the reinforcing mechanism comprises a steel skeleton (7), a steel bar net (18), a vertical plate (13), a transverse plate (14), a sliding block (15), a first bolt (16) and an inserting rod (17);
steel skeleton (7) set up the inboard at packing metalling (4), reinforcing bar net piece (18) have all been tied up to six of steel skeleton (7), the inboard rigid coupling of steel skeleton (7) has riser (13), the back rigid coupling of riser (13) has diaphragm (14), the inner wall slip joint of diaphragm (14) has slider (15), the outer wall below of slider (15) links to each other with the bottom through-hole activity of diaphragm (14), the top recess of slider (15) and the top through-hole screw thread of diaphragm (14) link to each other has first bolt (16), one side rigid coupling of slider (15) has inserted bar (17).
2. The assembled gabion revetment of claim 1, wherein: reinforcing ribs (8) are arranged at four corners of the inner side of the steel skeleton (7).
3. The assembled gabion revetment according to claim 1, wherein: the top of metal mesh (5) is through the top fixed connection of a plurality of second bolts (6) and slope body (2), buried curb (10) have been buried underground to top one side of platform (1), the below fixed connection of third bolt (11) and metal mesh (5) is passed through to one side of buried curb (10).
4. The assembled gabion revetment of claim 1, wherein: one side of the top of the platform (1) is provided with a sloping field drainage ditch (12).
5. The assembled gabion revetment according to claim 1, wherein: and a plurality of stones (9) are filled in the cavities at the inner sides of the steel skeleton (7) and the metal net (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221701436.XU CN217710773U (en) | 2022-07-01 | 2022-07-01 | Assembled gabion bank protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221701436.XU CN217710773U (en) | 2022-07-01 | 2022-07-01 | Assembled gabion bank protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217710773U true CN217710773U (en) | 2022-11-01 |
Family
ID=83776217
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221701436.XU Expired - Fee Related CN217710773U (en) | 2022-07-01 | 2022-07-01 | Assembled gabion bank protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217710773U (en) |
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2022
- 2022-07-01 CN CN202221701436.XU patent/CN217710773U/en not_active Expired - Fee Related
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221101 |