CN213709396U - River levee banket reinforced structure - Google Patents
River levee banket reinforced structure Download PDFInfo
- Publication number
- CN213709396U CN213709396U CN202022721447.1U CN202022721447U CN213709396U CN 213709396 U CN213709396 U CN 213709396U CN 202022721447 U CN202022721447 U CN 202022721447U CN 213709396 U CN213709396 U CN 213709396U
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- base station
- locking
- slope body
- stock
- bank slope
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 39
- 230000001681 protective effect Effects 0.000 claims abstract description 33
- 238000003825 pressing Methods 0.000 claims abstract description 24
- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 230000002265 prevention Effects 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 239000004575 stone Substances 0.000 description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000012271 agricultural production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
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Abstract
The application relates to a river bank toe guard reinforcing structure, which relates to the field of river bank reinforcement and comprises a river bank slope body, a toe guard base station arranged at the bottom end of the river bank slope body, a protective net, a reinforcing anchor rod and a pressing strip; consolidate the stock and be provided with many, and many consolidate the stock and arrange and constitute along the horizontal extending direction interval of the bank slope body and consolidate the stock group, it is provided with the multiunit to consolidate the stock group along the slope direction interval of the bank slope body, and consolidate the top protrusion of stock in the banket base station, the surface at the banket base station is laid to the protection network, many compress tightly the strip interval and set up on the protection network, and each compress tightly the strip and run through the many reinforcement stock that are located the same row that arrange along the slope direction of the bank slope body, and the protection network is located and compresses tightly the protection network between the upper surface of strip and banket base station in order to compress tightly the protection network. The application has the effect that the structure of banket base station is more firm.
Description
Technical Field
The application relates to the field of river levee reinforcement, in particular to a river levee toe guard reinforcing structure.
Background
The river levee refers to a water retaining structure built along the edges of rivers, channels, lakes, seacoast or flood diversion areas and reclamation areas. The embankment can resist flood, block tide and prevent waves, protects the safety of residents in the embankment and industrial and agricultural production, and is the earliest flood control engineering measure widely adopted in the world.
A chinese patent with application number CN201921177125.6 discloses an ecological slope protection structure for garden river banks, which comprises a foot protection base platform arranged at the bottom end of a river bank slope body and a plurality of slope protection rods arranged on the slope surface of the river bank slope body; the bottom ends of the slope protection rods are inserted into the foot protection base station; a slope protection area is formed among the slope protection rods, the foot protection base station is laid along the horizontal direction of the bottom end of the river bank slope body, and the foot protection base station is composed of rubbles and concrete.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: the foot protection base station is always impacted by water flow, so the stones on the surface of the foot protection base station are easily washed away by the water flow, and the foot protection base station is not stable enough, so the improvement is needed.
SUMMERY OF THE UTILITY MODEL
In order to improve the problem that the rubble on the surface of banket base platform is easily washed away, the application provides a river levee banket reinforced structure.
The application provides a pair of river levee banket reinforced structure adopts following technical scheme:
a river bank toe guard reinforcing structure comprises a river bank slope body, a toe guard base station arranged at the bottom end of the river bank slope body, a protective net, a reinforcing anchor rod and a pressing strip;
consolidate the stock and be provided with many, and many consolidate the stock and follow the horizontal extending direction interval arrangement of the bank slope body and constitute and consolidate the stock group, it follows to consolidate the stock group the slope direction interval of the bank slope body is provided with the multiunit, just consolidate the top protrusion of stock in the banket base station, the protection network is laid in the surface of banket base station, many compress tightly the strip interval set up in on the protection network, and each compress tightly the strip and run through the edge the slope direction of the bank slope body is arranged lie in same many of one the consolidation stock, just the protection network is located compress tightly the strip with in order to incite somebody to action between the upper surface of banket base station the protection network compresses tightly.
Through adopting above-mentioned technical scheme, consolidate the stock setting back in the banket base station, can effectively strengthen the structural strength and the structural stability of banket base station, and a plurality of anchor groups of consolidating set up back on the banket base station, the protection network can be hung in advance on consolidating the stock, then the rethread compression strip compresses tightly the upper surface of laminating at the banket base station with the protection network, after the banket base station is covered by the protection network, the protection network has the packing force to surperficial piece stone, the piece stone on banket base station surface is difficult to be broken away by rivers, effectively guarantee the structural strength and the steadiness of banket base station.
Preferably, a through hole corresponding to the reinforcing anchor rod is formed in the pressing strip, the reinforcing anchor rod penetrates through the through hole, a first nut is assembled on each reinforcing anchor rod through threads, the pressing strip is located below the first nut, and the outer diameter of the first nut is larger than the aperture of the through hole.
Through adopting above-mentioned technical scheme, consolidate the stock and pass from the through-hole that compresses tightly the strip, then will compress tightly the strip through first nut and the protection network is fixed at the upper surface of banket base station, make and compress tightly the strip and the protection network is laminated at the upper surface of banket base station more steadily, the stable in structure of protection network has stronger effect of compressing tightly to the piece stone.
Preferably, the pressing strip is a rubber strip.
Through adopting above-mentioned technical scheme, the frictional force on rubber strip surface is great, consolidates the stock and runs through the rubber strip after, and the rubber strip is difficult to not hard up on consolidating the stock, and simultaneously, the material of rubber strip is softer, and when the surface unevenness of banket base station, the rubber strip also can compress tightly the surface at the banket base station with the protection network laminating, and the protection network has better guard action to the piece stone, effectively guarantees the structure steadiness of banket base station.
Preferably, the reinforcing structure further comprises a connecting anchor and a locking assembly;
the connection stock is provided with many, connect the stock set up perpendicularly in the bank slope body is close to the one end of banket base station, and many the connection stock is followed the horizontal extending direction interval of the bank slope body is laid, partly set up in of hasp subassembly the top of connecting the stock, another part of hasp subassembly set up in on the protection network, the protection network passes through the removable assembly of hasp subassembly in connect on the stock.
Through adopting above-mentioned technical scheme, when laying the protection network, can hang the head end of protection network on connecting the stock earlier, then rethread compression strip compresses tightly the protection network at the upper surface of banket base station, then rethread hasp subassembly further fixes the head end of protection network on connecting the stock, and the structure is more firm, and protection network and connecting rod are detachable moreover, and the later stage is also convenient to be maintained or is changed the protection network, designs more rationally.
Preferably, the locking assembly comprises a hanging ring, a locking rod and a locking piece;
the hanging ring is arranged on the edge of one side, close to the river bank slope body, of the protective net, the locking ring is arranged on the top end of the connecting anchor rod, a notch is formed in the locking ring, one end of the locking rod is rotatably connected to one end of the locking ring, the end face of the other end of the locking rod is close to the end face of the other end of the locking ring, and the locking piece is arranged between the locking rod and the locking ring.
Through adopting above-mentioned technical scheme, when laying the protection network, collude the link in the catch from the breach of catch, then rotate the catch to being close to the catch, then be in the same place the link is fixed with the catch through the retaining member, and the link just can not break away from out in the catch to with the removable fixing of protection network on connecting the stock, stable in structure, firm.
Preferably, the end face of one end of the lock ring close to the lock rod is provided with a first extending part, the cross-sectional area of the first extending part is smaller than that of the lock ring, the end face of one end of the lock rod close to the lock ring is provided with a second extending part, the cross-sectional area of the second extending part is smaller than that of the lock rod, and the first extending part and the second extending part are arranged in a staggered manner;
the retaining member is the second nut, the horizontal sliding fit of second nut on the locking lever, first extension with the second extension splices each other for the full circle, first extension with the outside periphery wall of second extension is provided with the screw thread, second nut screw-thread fit in first extension with on the second extension.
Through adopting above-mentioned technical scheme, when the protection network needs to be dismantled, unscrew the second nut from the concatenation department of first extension and second extension earlier, first extension and second extension do not by second nut locking back, the locking lever just can outwards rotate and open, and the link just can be followed the catch and withdrawn this moment, just can dismantle the protection network from connecting the stock, and the installation is all more convenient with the dismantlement.
Preferably, the first nut is a wing nut.
Through adopting above-mentioned technical scheme, first nut is the screw assembly on consolidating the stock, and butterfly nut can make things convenient for constructor to rotate first nut, and it is more convenient to install.
Preferably, the protective net is a flood prevention gabion net.
By adopting the technical scheme, the flood prevention gabion net has good corrosion resistance and scouring resistance, and the structure of the protective net is firmer.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the reinforcing anchor rods are arranged in the foot protection base station, then the protective net is hung on the reinforcing anchor rods, and finally the protective net is pressed on the foot protection base station through the pressing strips, so that the protective net has a pressing effect on stones on the surface of the foot protection base station, the stones are not easy to be scattered, and the structure of the foot protection base station is more stable;
2. the first nut is assembled on the reinforcing anchor rod through threads, so that the pressing strips and the protective net can be more firmly pressed on the foot protection base station, and the structure is more stable and firm;
3. set up on the bank slope body and connect the stock, then hang the protection network on connecting the stock, rethread latch assembly is with the removable fixing of protection network on connecting the stock, makes things convenient for later maintenance or changes the protection network, and the design is more reasonable.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present application.
Fig. 2 is a schematic structural view of the latch assembly in the embodiment of the present application.
Description of reference numerals: 1. river bank slope body; 2. a foot protection base station; 3. a protective net; 4. reinforcing the anchor rod; 5. compressing the strips; 6. a first nut; 7. connecting an anchor rod; 8. a latch assembly; 81. hanging a ring; 82. a locking ring; 821. a first extension portion; 83. a lock lever; 831. a second extension portion; 84. a second nut.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses river levee banket reinforced structure. Referring to fig. 1, the river bank toe guard reinforcing structure comprises a river bank slope body 1, wherein the upper end of the river bank slope body 1 is horizontally pressed on the top through concrete pouring, the lower end of the river bank slope body 1 is provided with a toe guard base 2 through rubbles and concrete pouring, the toe guard base 2 is horizontally laid along the horizontal extending direction of the river bank slope body 1, and a part of the toe guard base 2 is laid on the slope surface at the lower end of the river bank slope body 1 in a pouring manner.
In order to prevent the stones on the surface of the foot protection base platform 2 from being scattered by water, a protective net 3 is laid on the upper surface of the foot protection base platform 2, the protective net 3 is preferably a flood prevention gabion net with good corrosion resistance and washability, wherein the foot protection base platform 2 is completely covered on one side of the protective net 3 close to the bank slope body 1, and the protective net is laid on the slope surface of the bank slope body 1 with the length of 0.5-1 meter.
In order to firmly fix the protection net 3 on the surfaces of the foot protection base 2 and the river bank slope body 1, six rows of reinforcing anchor rod 4 groups are fixed in the foot protection base 2 at intervals along the slope direction of the river bank slope body 1 (in other embodiments, the number of rows of the reinforcing anchor rod 4 groups can be increased or decreased adaptively), each row of the reinforcing anchor rod 4 groups is composed of a plurality of reinforcing anchor rods 4 arranged at intervals along the horizontal extending direction of the river bank slope body 1, when the foot protection base 2 is poured, the reinforcing anchor rods 4 are pre-embedded in the foot protection base 2, and the top ends of the reinforcing anchor rods 4 protrude out of the foot protection base 2.
A plurality of connecting anchor rods 7 are vertically embedded and fixed on the slope surface of the river bank slope body 1, the connecting anchor rods 7 are arranged at intervals along the horizontal extending direction of the river bank slope body 1, the top ends of the connecting anchor rods 7 also protrude out of the slope surface of the river bank slope body 1, and a locking component 8 is arranged between the edge of a protective net 3 laid on the river bank slope body 1 and the connecting anchor rods 7.
When the protective net 3 is laid on the foot protection base station 2, the upper end of the protective net 3 is fixed on the connecting anchor rod 7 through the locking component 8, then the protective net 3 is laid along the river bank slope body 1 and the foot protection base station 2, the protective net 3 penetrates through the top end of the reinforcing anchor rod 4, and the protective net 3 is hung on the reinforcing anchor rod 4.
In order to press the protection net 3 on the foot protection base station 2 more tightly, a plurality of strip-shaped pressing strips 5 arranged along the gradient direction of the river bank slope body 1 are fixed on the upper surface of the protection net 3, the pressing strips 5 are made of rubber materials and can be fixed on the protection net 3 in an injection molding mode, through holes for penetrating the reinforcing anchor rods 4 are formed in the pressing strips 5, each reinforcing anchor rod 4 penetrates through the pressing strip 5, the reinforcing anchor rods 4 located in the same row penetrate through the same pressing strip 5, then a first nut 6 is assembled on the reinforcing anchor rods 4 in a threaded mode, the pressing strips 5 and the protection net 3 are tightly pressed on the foot protection base station 2 through the first nut 6, and the first nut 6 preferably selects a butterfly nut convenient to rotate.
Referring to fig. 1 and 2, the latch assembly 8 includes a hanging ring 81, a locking ring 82, a locking lever 83, and a locking member; the hanging ring 81 is fixed on the edge of the protective net 3 paved on the river bank slope body 1, the locking ring 82 is fixed on the top end of the connecting anchor rod 7, a notch is formed in the locking ring 82, the locking rod 83 is a horizontal rod with a circular cross section, one end of the locking rod 83 is rotatably connected to one end of the locking ring 82, one end, which is not connected with the locking rod 83, of the locking ring 82 is provided with a horizontal section consistent with the locking rod 83, and when the locking rod 83 rotates to be located on the same horizontal line with the horizontal section on the locking ring 82, the locking rod 83 and the locking ring 82 are.
The locking rod 83 is integrally formed with a second extending portion 831 at one end close to the horizontal section of the locking ring 82, the cross-sectional area of the second extending portion 831 is half of that of the locking rod 83, the horizontal section on the locking ring 82 is integrally formed with a first extending portion 821, the cross-sectional area of the first extending portion 821 is half of that of the locking ring 82, the first extending portion 821 and the second extending portion 831 are arranged in a staggered manner, the sides of the first extending portion 821 and the second extending portion 831, which are far away from each other, are both arc surfaces, the outer circumferential walls of the arc surfaces of the first extending portion 821 and the second extending portion 831 are designed with external threads, the locking member is a second nut 84, the second nut 84 is slidably sleeved on the locking rod 83, when the locking rod 83 rotates to make the first extending portion 821 and the second extending portion 831 fit with each other, the second nut 84 is slid to the second extending portion 831, and then the.
The implementation principle of river levee banket reinforced structure of this application embodiment is: after the reinforcing anchor rod 4 is pre-embedded in the foot protection base station 2, the structural strength and the structural stability of the foot protection base station 2 can be effectively enhanced, a row of connecting anchor rods 7 are pre-embedded and fixed on the river bank slope body 1, the protective net 3 is fixed on the connecting anchor rods 7 through a locking component 8, then, when the protective net 3 is laid on the foot protection base 2, each reinforcing anchor rod 4 is arranged in the through hole on the pressing strip 5 in a penetrating way, then the pressing strip 5 and the protective net 3 are pressed and fixed on the foot protection base station 2 through the first nut 6, after the foot protection base station 2 is covered by the protective net 3, the protective net 3 has pressing force on the surface stones, the stones on the surface of the foot protection base station 2 are not easy to be dispersed by water flow, the structural strength and the stability of the foot protection base station 2 are effectively ensured, and the protection network 3 can be dismantled from connecting stock 7 through locking Assembly 8, makes things convenient for the later stage to maintain and change protection network 3.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a river levee banket reinforced structure, includes the bank slope body (1) and set up in banket base station (2) of bank slope body (1) bottom, its characterized in that: the device also comprises a protective net (3), a reinforcing anchor rod (4) and a pressing strip (5);
the reinforcing anchor rods (4) are arranged in a plurality of groups, the reinforcing anchor rods (4) are arranged at intervals along the horizontal extension direction of the river bank slope body (1) to form a reinforcing anchor rod (4) group, a plurality of groups of the reinforcing anchor rods (4) are arranged at intervals along the slope direction of the river bank slope body (1), the top end of the reinforcing anchor rod (4) protrudes out of the foot protection base station (2), the protective net (3) is laid on the surface of the foot protection base station (2), a plurality of pressing strips (5) are arranged on the protective net (3) at intervals, and each pressing strip (5) penetrates through a plurality of reinforcing anchor rods (4) which are arranged along the slope direction of the river bank slope body (1) and are positioned in the same row, and the protective net (3) is positioned between the pressing strip (5) and the upper surface of the foot protection base station (2) to press the protective net (3).
2. The river levee toe reinforcement structure according to claim 1, wherein: the anchor rod reinforcing device is characterized in that a through hole corresponding to the reinforcing anchor rod (4) is formed in the pressing strip (5), the reinforcing anchor rod (4) penetrates through the through hole, a first nut (6) is assembled on each reinforcing anchor rod (4) in a threaded mode, the pressing strip (5) is located below the first nut (6), and the outer diameter of the first nut (6) is larger than the aperture of the through hole.
3. The river levee toe reinforcement structure according to claim 2, wherein: the pressing strip (5) is a rubber strip.
4. The river levee toe reinforcement structure according to claim 1, wherein: the device also comprises a connecting anchor rod (7) and a locking and buckling assembly (8);
connect stock (7) and be provided with many, connect stock (7) set up perpendicularly in the bank slope body (1) is close to the one end of banket base station (2), and many connect stock (7) to be followed the horizontal extending direction interval of the bank slope body (1) is laid, a part of hasp subassembly (8) set up in the top of connecting stock (7), another part of hasp subassembly (8) set up in on protection network (3), protection network (3) pass through the removable assembly of hasp subassembly (8) in connect on stock (7).
5. The river levee toe reinforcement structure according to claim 4, wherein: the locking buckle assembly (8) comprises a hanging ring (81), a locking ring (82), a locking rod (83) and a locking piece;
the hanging ring (81) is arranged on the edge of one side, close to the river bank slope body (1), of the protective net (3), the locking ring (82) is arranged on the top end of the connecting anchor rod (7), a notch is formed in the locking ring (82), one end of the locking rod (83) is rotatably connected to one end of the locking ring (82), the end face of the other end of the locking rod (83) is close to the end face of the other end of the locking ring (82), and the locking piece is arranged between the locking rod (83) and the locking ring (82).
6. The river levee toe reinforcement structure according to claim 5, wherein: the end face of one end, close to each other, of the lock ring (82) and the lock rod (83) is provided with a first extending portion (821), the sectional area of the first extending portion (821) is smaller than that of the lock ring (82), the end face of one end, close to each other, of the lock rod (83) and the lock ring (82) is provided with a second extending portion (831), the sectional area of the second extending portion (831) is smaller than that of the lock rod (83), and the first extending portion (821) and the second extending portion (831) are arranged in a staggered mode;
the retaining member is second nut (84), second nut (84) horizontal sliding fit on locking lever (83), first extension (821) with second extension (831) splice each other for the whole circle, first extension (821) with the cambered surface periphery wall of second extension (831) is provided with the screw thread, second nut (84) screw-thread fit in first extension (821) with on second extension (831).
7. The river levee toe reinforcement structure according to claim 2, wherein: the first nut (6) is a butterfly nut.
8. The river levee toe reinforcement structure according to claim 1, wherein: the protective net (3) is a flood prevention gabion net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022721447.1U CN213709396U (en) | 2020-11-21 | 2020-11-21 | River levee banket reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022721447.1U CN213709396U (en) | 2020-11-21 | 2020-11-21 | River levee banket reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213709396U true CN213709396U (en) | 2021-07-16 |
Family
ID=76785222
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022721447.1U Expired - Fee Related CN213709396U (en) | 2020-11-21 | 2020-11-21 | River levee banket reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213709396U (en) |
-
2020
- 2020-11-21 CN CN202022721447.1U patent/CN213709396U/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 |
Granted publication date: 20210716 |