CN211079944U - Ecological protective structure of side slope of broken massif - Google Patents
Ecological protective structure of side slope of broken massif Download PDFInfo
- Publication number
- CN211079944U CN211079944U CN201921651616.XU CN201921651616U CN211079944U CN 211079944 U CN211079944 U CN 211079944U CN 201921651616 U CN201921651616 U CN 201921651616U CN 211079944 U CN211079944 U CN 211079944U
- Authority
- CN
- China
- Prior art keywords
- side slope
- baffle
- support
- broken
- protective structure
- Prior art date
- 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
Images
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model relates to a side slope ecological protection structure of broken massif, it includes protection network and support column, still includes the buffering subassembly, the buffering subassembly is including installing the support on the side slope, it has the baffle that is used for hindering the falling rocks whereabouts to articulate on the support, still be equipped with the elastic component on the support, the elastic component is kept away from support one end and is connected with the baffle. The utility model discloses can obstruct the stone that falls from the side slope to play the cushioning effect to the falling stone, have the protection network, thereby park and people's under the protection side slope effect.
Description
Technical Field
The utility model belongs to the technical field of the technique of side slope protection and specifically relates to a side slope ecological protection structure of broken massif is related to.
Background
When facilities such as construction park, can excavate the foundation ditch on open ground usually, when the foundation ditch excavation was on the hillside, the mountain body was broken, and the afforestation plant of side slope can be seriously destroyed, and the reduction of plant can let earth directly expose outside on the side slope, can make the stone fall down owing to external factors influence such as rain, leads to the emergence of mud-rock flow calamity.
The prior side slope passive protection system mainly comprises a protective net, support columns and the like, wherein the protective net is supported by the support columns. This passive protection system of side slope installs in side slope footing department, intercepts the stone that falls on the side slope on the protection network, blocks that falling rocks falls to the park from the side slope in, park and people under the protection side slope have ecological protection's effect.
The above prior art solutions have the following drawbacks: when the mud-rock flow takes place, the rockfall falls down from the side slope, because the rockfall constantly increases at the whereabouts in-process kinetic energy, breaks through the protection network easily when falling to the protection network, causes the passive protection system of side slope to damage to lose the effect that blocks the rockfall, protects park and people.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a side slope ecological protection structure of broken massif, it can obstruct the stone that falls from the side slope to play the cushioning effect to falling stone, have the protection network, thereby park and people's under the protection side slope effect.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
the utility model provides an ecological protective structure of side slope of broken massif, includes protection network and support column, still includes the buffering subassembly, the buffering subassembly is including installing the support on the side slope, it has the baffle that is used for hindering the falling rocks whereabouts to articulate on the support, still be equipped with the elastic component on the support, the elastic component is kept away from support one end and is connected with the baffle.
Through adopting above-mentioned technical scheme, through setting up the buffering subassembly, the support mounting is on the side slope, and the baffle is connected on the support for when having the stone to fall down on the side slope, the stone can be earlier through on the baffle, and the baffle hinders falling rocks whereabouts, plays the cushioning effect to the stone, reduces the falling speed of stone, when preventing that falling rocks from being intercepted by the protection network, the protection network load is too big and take place the damage. And the baffle is articulated with the support, is equipped with the elastic component on the baffle is close to the one side of side slope, and the baffle can rotate on the support, and the elastic component support baffle can further the baffle play the cushioning effect to falling rocks on the one hand, the protection network to park and people under the protection side slope, on the other hand can reduce the impact force of falling rocks to the baffle, prevents that falling rocks from making the baffle impaired, has the effect of protection baffle, prolongs the life of baffle, thereby is favorable to protecting the protection network.
The utility model discloses further set up to: and reinforcing ribs are arranged on one surface of the baffle close to the side slope.
Through adopting above-mentioned technical scheme, kinetic energy increase when falling the stone whereabouts can lead to the fact great impact force to the baffle when falling the stone on the baffle, and through setting up the strengthening rib, the compressive capacity of baffle can be strengthened to the strengthening rib, can disperse the oppression power of falling the stone to the baffle when falling the stone on the baffle, further protects the baffle, and the strengthening rib is established in the baffle and is close to the one side of side slope, does not hinder the baffle and plays a role to falling the stone.
The utility model discloses further set up to: and an anti-skid layer is arranged on one surface of the baffle plate, which is far away from the side slope.
Through adopting above-mentioned technical scheme, when falling rocks pass through on the baffle, the frictional force between falling rocks and the baffle is bigger, and the speed of falling rocks is less, and through setting up the skid resistant course, the skid resistant course can increase the frictional force between falling rocks and the baffle to effectively reduce the speed of falling rocks whereabouts, and then reduce the speed that falling rocks fall on the protection network, have the effect that reduces the protection network load.
The utility model discloses further set up to: the elastic component is equipped with two at least, the elastic component sets up along baffle length direction.
Through adopting above-mentioned technical scheme, to a certain extent, elastic component quantity is more, and it is more even to distribute, and the elastic component is better to the supporting effect of baffle, through set up two at least elastic components on baffle length direction, can strengthen the supporting effect of elastic component to the baffle to strengthen the baffle to the cushioning effect of falling rocks, and reduce the impact force of falling rocks to the baffle, better protection network, park and people.
The utility model discloses further set up to: and two ends of the baffle in the length direction are provided with upward convex edges.
Through adopting above-mentioned technical scheme, the protection network is installed on the side slope footing is close to a part region in park, and protection network both sides edge can not intercept falling rocks outward, and through setting up protruding edge, falling rocks can make falling rocks fall from baffle the place ahead along when the baffle, prevents that falling rocks from falling down to the park toward baffle both sides in, plays certain guide effect to falling rocks to the park and the people of side slope under better protect.
The utility model discloses further set up to: and a plurality of baffles are arranged on the side slope.
Through adopting above-mentioned technical scheme, there is the rockfall on the side slope on a large scale, through increasing baffle quantity, increases the area of baffle on the side slope to improve the barrier effect of baffle to the rockfall.
The utility model discloses further set up to: be equipped with the first landing leg that is used for inserting in the side slope on the support, be equipped with the second landing leg that is used for inserting in the side slope on the support column, be equipped with the flexure strip on first landing leg and/or the second landing leg, the flexure strip is toward the direction extension that is close to support or support column.
Through adopting above-mentioned technical scheme, through set up the flexure strip on first landing leg and second landing leg, when first landing leg and second landing leg insert in the slope, the flexure strip can be in the soil of slope toward keeping away from first leg or the direction of second landing leg open, soil gets into between flexure strip and first landing leg or flexure strip and the second landing leg, exert pressure on first landing leg and second landing leg, it is more firm to make first landing leg and second landing leg insert behind the slope, improve support and support column stability, thereby improve the stability of baffle and protection network, and then improve the interception ability of protection network to the rockfall.
The utility model discloses further set up to: the baffle is provided with a drain hole in the length direction.
Through adopting above-mentioned technical scheme, when raining, the rainwater flows down from the side slope, and earth can flow down along with the rainwater, and nevertheless the setting of baffle can block flowing down of rainwater and soil. Through setting up the wash port, can follow the wash port and discharge when rainwater and soil flow through the baffle, prevent that mud-water mixture from piling up on the baffle, avoid influencing the normal performance of baffle function.
To sum up, the utility model discloses a beneficial technological effect does:
through setting up the buffering subassembly, the support mounting is on the side slope, and the baffle is connected on the support for when having the stone to fall down on the side slope, the stone can be earlier through on the baffle, and the baffle hinders falling rocks whereabouts, plays cushioning effect to the stone, reduces the falling speed of stone, prevents that falling rocks from being when being intercepted by the protection network, and the protection network load is too big and take place the damage. The baffle is hinged with the support, the elastic piece is arranged on one side of the baffle close to the side slope, the baffle can rotate on the support, and the elastic piece supports the baffle, so that on one hand, the baffle can further buffer falling rocks to protect a protective net so as to protect parks and people under the side slope, on the other hand, the impact force of the falling rocks on the baffle can be reduced, the baffle is prevented from being damaged by the falling rocks, the effect of protecting the baffle is achieved, the service life of the baffle is prolonged, and the protective net is protected;
by arranging the reinforcing ribs and the anti-slip layer, the bearing capacity of the baffle can be increased, the impact force of falling rocks on the baffle can be reduced, the baffle is further protected, and the buffering effect of the baffle on the falling rocks is enhanced;
through setting up the flexure strip, improve the stability of support and support column to improve the protection network and to falling the ability of blockking of stone.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention;
FIG. 2 is a schematic structural view for showing the connection relationship between the baffle and the bracket;
FIG. 3 is a schematic view of a structure for another angle of the baffle;
fig. 4 is a partial structural schematic view of the support column.
In the figure, 1, a side slope; 21. a baffle plate; 211. hinging a shaft; 212. a drain hole; 22. a support; 221. a connecting rod; 23. an elastic member; 3. a support pillar; 4. a protective net; 5. a first leg; 6. a bump; 61. a jack; 7. reinforcing ribs; 8. an anti-slip layer; 9. a convex edge; 101. a second leg; 102. an elastic sheet.
Detailed Description
The present invention will be described in further detail with reference to the accompanying fig. 1-4.
Referring to fig. 1, for the utility model discloses a side slope ecological protection structure of broken massif, including two baffle 21 that are used for hindering the stone that falls from side slope 1, baffle 21 establishes on side slope 1 (only show some of side slope in the picture), still includes three support column 3 of pegging graft on 1 footing department soil of side slope, is connected with protection network 4 on two adjacent support column 3, and support column 3 supports protection network 4. When falling rocks fall on the side slope 1, the falling rocks fall on the protective net 4 after passing through the baffle 21 and are intercepted by the protective net 4.
Referring to fig. 1 and 2, a bracket 22 is provided on an upper surface of a side slope 1, the bracket 22 includes two connecting rods 221 parallel to each other, first legs 5 are provided at both ends of one side of the connecting rod 221, which is connected to the side slope 1, and the first legs 5 are inserted into soil of the side slope 1, so that the connecting rod 221 is installed on the side slope 1. The baffle 21 is hinged to the support 22, the two ends of one side of the baffle 21 in the length direction are respectively provided with an integrated hinged shaft 211, the end, away from the protective net 4, of the connecting rod 221 is provided with a convex block 6, the convex block 6 is provided with a jack 61 matched with the hinged shaft 211, and the convex block 6 is inserted into the jack 61 to realize the hinging of the baffle 21 and the support 22.
Referring to fig. 2, a plurality of three elastic members 23 for supporting the barrier 21 are provided in the length direction of the bracket 22, the elastic members 23 are compression springs, one end of each elastic member 23 is connected to the barrier 21, and the other end is connected to the connecting rod 221. Combine fig. 1 to show, construct park beside side slope 1, when meetting the condition that the stone on side slope 1 falls, for example when it causes the mud-rock flow to rain, most stone is at the in-process that falls, can pass through baffle 21 earlier, and baffle 21 hinders the falling rocks whereabouts to play the cushioning effect to the stone, reduce the falling speed of stone, when preventing that the falling rocks from being intercepted by protection network 4, protection network 4 load is too big and take place the damage. The falling rocks continue to fall into the protective net 4 after being buffered on the baffle 21, so that the purpose of reducing the load of the protective net 4 is achieved, and the protective net 4 is protected, thereby protecting parks and people under the side slope 1. Simultaneously, because baffle 21 is articulated with support 22, set up elastic component 23 on baffle 21 is close to side slope 1 one side, not only can strengthen the cushioning effect of baffle 21 to falling rocks, protection network 4 can also reduce the effort of falling rocks to baffle 21, and protection baffle 21 makes baffle 21 can its effect that hinders falling rocks of full play to be favorable to the interception of protection network 4 to falling rocks.
Referring to fig. 1 and 3, the stones fall a distance from the slope 1 through the barrier 21, so that kinetic energy of falling stones is increased, and the falling stones may cause a large impact force to the barrier 21 when passing through the barrier 21. In order to reduce the impact force of falling rocks on the baffle 21, one surface, close to the side slope 1, of the baffle 21 is provided with a plurality of reinforcing ribs 7, the reinforcing ribs 7 are connected together, the resistance of the baffle 21 to the falling rocks is increased, and therefore the baffle 21 is protected.
Referring to fig. 1, further, an anti-slip layer 8 is disposed on a surface of the baffle 21 away from the slope 1, the anti-slip layer 8 is made of rubber, and in other embodiments, the anti-slip layer 8 may also be made of other materials with a relatively large friction coefficient, such as silica gel. Set up skid resistant course 8 into rubber, skid resistant course 8 not only coefficient of friction is big, still has certain elasticity for skid resistant course 8 not only can increase the frictional force between rockfall and the baffle 21, can also further improve the resiliency of baffle 21, makes the falling speed further reduce when rockfall process baffle 21, thereby further reduces the impact force of baffle 21 to protection network 4.
Referring to fig. 1, generally, the protection net 4 is installed on a partial region of the bottom foot of the side slope 1, so that the two side edges of the protection net 4 cannot block falling rocks outside, and when the baffle 21 is disposed on the side slope 1 near the two side edges of the protection net 4, the falling rocks may fall outside the two side edges of the protection net 4 after passing through the baffle 21, so that the protection net 4 cannot well play a role of blocking the falling rocks. To this, all be equipped with the protruding edge 9 that upwards extends on baffle 21 length direction's both ends, protruding edge 9 also can restrict the movement track of falling rocks to a certain extent, makes falling rocks fall from baffle 21 the place ahead to prevent that falling rocks from falling outside protection network 4 both sides edge, better park and the people to on the side slope 1 protect.
Referring to fig. 1 and 4, the bottom of the supporting column 3 is provided with a second supporting leg 101 for inserting into the soil of the slope 1, as shown in fig. 2, the first supporting leg 5 and the second supporting leg 101 are both conical, the side walls of the first supporting leg 5 and the second supporting leg 101 are both provided with a plurality of elastic sheets 102, the elastic sheets 102 extend in the direction close to the supporting column 3 or the support 22, and the elastic sheets 102 can be attached to or opened on the supporting column 3 or the support 22. After the first supporting leg 5 and the second supporting leg 101 are inserted into soil, the elastic sheet 102 can be opened in the soil in a direction away from the first supporting leg or the second supporting leg 101, the soil can enter the space between the elastic sheet 102 and the first supporting leg 5 or between the elastic sheet 102 and the second supporting leg 101, the pressure of the soil enables the elastic sheet 102 to keep an opened state, so that the first supporting leg 5 and the second supporting leg 101 are not easily pulled out of the soil, the stability of the support 22 and the support column 3 is improved, the stability of the baffle 21 and the protective net 4 is improved, and the blocking capacity of the protective net 4 to rockfall is improved.
Referring to fig. 1 and 2, a plurality of drainage holes 212 are formed in the upper side of the hinged bracket 22 of the baffle plate 21 in the length direction, when raining, stones fall on the baffle plate 21 and then fall on the protective net 4, and rainwater and soil can flow down to the side slope 1 through the drainage holes 212. The arrangement of the water outlet can discharge the muddy water mixture falling on the baffle plate 21 in time, so that the muddy water mixture is prevented from being accumulated on the baffle plate 21, and the influence on the normal function of the baffle plate 21 is avoided.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides an ecological protective structure of side slope of broken massif, includes protection network (4) and support column (3), its characterized in that: still include the buffering subassembly, the buffering subassembly is including installing support (22) on side slope (1), it has baffle (21) that are used for hindering the falling rock whereabouts to articulate on support (22), still be equipped with elastic component (23) on support (22), support (22) one end is kept away from in elastic component (23) and baffle (21) are connected.
2. The ecological protective structure of side slope of broken mountain of claim 1, characterized in that: and reinforcing ribs (7) are arranged on one surface of the baffle (21) close to the side slope (1).
3. The ecological protective structure of side slope of broken mountain of claim 2, characterized in that: and an anti-slip layer (8) is arranged on one surface of the baffle (21) far away from the side slope (1).
4. The ecological protective structure of side slope of broken mountain of claim 3, characterized in that: the number of the elastic pieces (23) is at least two, and the elastic pieces (23) are arranged along the length direction of the baffle (21).
5. The ecological protection structure of side slope of broken mountain of claim 4, characterized in that: and two ends of the baffle (21) in the length direction are provided with upward convex edges (9).
6. The ecological protective structure of side slope of broken mountain of claim 1, characterized in that: and a plurality of baffles (21) are arranged on the side slope (1).
7. The ecological protection structure for the side slope of the broken mountain of any one of claims 1 to 6, wherein: be equipped with on support (22) and be used for inserting first landing leg (5) in side slope (1), be equipped with on support column (3) and be used for inserting second landing leg (101) in side slope (1), be equipped with flexure strip (102) on first landing leg (5) and/or second landing leg (101), flexure strip (102) are toward the direction extension that is close to support (22) or support column (3).
8. The ecological protective structure of side slope of broken mountain of claim 1, characterized in that: the baffle (21) is provided with a drain hole (212) along the length direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921651616.XU CN211079944U (en) | 2019-09-30 | 2019-09-30 | Ecological protective structure of side slope of broken massif |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921651616.XU CN211079944U (en) | 2019-09-30 | 2019-09-30 | Ecological protective structure of side slope of broken massif |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211079944U true CN211079944U (en) | 2020-07-24 |
Family
ID=71623133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921651616.XU Expired - Fee Related CN211079944U (en) | 2019-09-30 | 2019-09-30 | Ecological protective structure of side slope of broken massif |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211079944U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111979937A (en) * | 2020-08-31 | 2020-11-24 | 高菲菲 | Mining rockfall protection warning device |
| CN112359736A (en) * | 2020-11-30 | 2021-02-12 | 陈国俊 | Buffering device for protecting side slope rolling stone |
| CN113944116A (en) * | 2021-11-04 | 2022-01-18 | 山东省地质矿产勘查开发局第一地质大队（山东省第一地质矿产勘查院） | Debris flow drainage device for easy-to-slide mountain and drainage method thereof |
| CN116641404A (en) * | 2023-07-27 | 2023-08-25 | 西南石油大学 | Slope protection assembly |
-
2019
- 2019-09-30 CN CN201921651616.XU patent/CN211079944U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111979937A (en) * | 2020-08-31 | 2020-11-24 | 高菲菲 | Mining rockfall protection warning device |
| CN112359736A (en) * | 2020-11-30 | 2021-02-12 | 陈国俊 | Buffering device for protecting side slope rolling stone |
| CN112359736B (en) * | 2020-11-30 | 2022-04-05 | 陈国俊 | Buffering device for protecting side slope rolling stone |
| CN113944116A (en) * | 2021-11-04 | 2022-01-18 | 山东省地质矿产勘查开发局第一地质大队（山东省第一地质矿产勘查院） | Debris flow drainage device for easy-to-slide mountain and drainage method thereof |
| CN116641404A (en) * | 2023-07-27 | 2023-08-25 | 西南石油大学 | Slope protection assembly |
| CN116641404B (en) * | 2023-07-27 | 2023-10-03 | 西南石油大学 | Slope protection assembly |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211079944U (en) | Ecological protective structure of side slope of broken massif | |
| AU2020101111A4 (en) | Cantilever truss supported resilient flexible protective shed tunnel | |
| CN217438758U (en) | Slope gravel anti-falling structure for water conservancy and hydropower | |
| CN213389782U (en) | High and steep fill stone slope protection | |
| CN110359381A (en) | Flexible net and cushion combined type self-cleaning hangar tunnel system and its design method | |
| CN211142857U (en) | Stake woods formula mud-rock flow structure of blocking | |
| CN211773880U (en) | Anti-sinking shed tunnel structure for tunnel construction | |
| CN107059669A (en) | Assembled Spatial Cable support flexible hangar tunnel | |
| CN216238193U (en) | Passive protective net with buffer function | |
| CN211646269U (en) | A block stone dam for protection of mud-rock flow | |
| KR100405269B1 (en) | Construction method for protecting and reinforcing falling rock of steep slope | |
| CN107245961A (en) | Flexible hangar tunnel | |
| CN107938613A (en) | A kind of novel belt spring supporting mud-rock flow porotective wall and its construction method | |
| JP6846839B1 (en) | Protective facility | |
| CN210561963U (en) | Hydraulic engineering retaining wall with fixed knot constructs | |
| CN208088159U (en) | A kind of protection avalanche interception equipment of roadbed | |
| JPH09273137A (en) | Suspended protection work and soil saving dam with suspended protection work | |
| CN221422169U (en) | Concealed novel ecological intercepting ditch for pavement side slope | |
| CN111424571A (en) | Anti rockfall strikes shed tunnel structure | |
| CN111088806A (en) | Environment-friendly road side slope landslide prevention device | |
| CN213571988U (en) | Pile plate wall | |
| CN211498890U (en) | Highway bank protection | |
| CN220096241U (en) | Reinforced combined headlight support with protective cover | |
| CN217352321U (en) | Slope body bearing structure for hydraulic engineering | |
| CN219240336U (en) | Passive flexible protection system for falling rocks |
Legal Events
| 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: 20200724 Termination date: 20210930 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |