CN220117113U - Dam body back water slope reinforced structure - Google Patents
Dam body back water slope reinforced structure Download PDFInfo
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- CN220117113U CN220117113U CN202320916209.7U CN202320916209U CN220117113U CN 220117113 U CN220117113 U CN 220117113U CN 202320916209 U CN202320916209 U CN 202320916209U CN 220117113 U CN220117113 U CN 220117113U
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- plate
- rectangular frame
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- dam body
- hinged
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 33
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 230000000149 penetrating effect Effects 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 2
- 210000000476 body water Anatomy 0.000 claims 1
- 239000011449 brick Substances 0.000 abstract description 7
- 238000004162 soil erosion Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 abstract 4
- 239000010959 steel Substances 0.000 abstract 4
- 125000006850 spacer group Chemical group 0.000 description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000006872 improvement Effects 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model relates to the technical field of dam reinforcement, and discloses a dam body back water slope reinforcement structure, which solves the technical problems that by planting a vegetation layer on a honeycomb brick layer, the stability of the back water surface of a dam can be increased, the soil erosion can be reduced, but the honeycomb brick layer is difficult to penetrate into the inside of the dam, and the firmness is poor; the steel bar net positioning device comprises a rectangular frame, a steel bar net and positioning plates, wherein the steel bar net is welded on the surface of the rectangular frame, triangular plates are welded at four corners of the steel bar net, inserted bars are inserted into the four triangular plates, pointed ends are fixedly arranged at the bottom ends of the four inserted bars, and limiting plates are fixedly arranged at the top ends of the four inserted bars; according to the utility model, rigid connection between the rectangular frame and the positioning plate is avoided through the hinged support and the hinged plate, the rectangular frame can be attached to the back water slope of the dam body, the inserting rod passes through the rod groove of the triangular plate, then the limiting plate at the top end of the inserting rod is pressed and hammered, the inserting rod can be inserted into the back water slope of the dam body, and the inserting rod and the limiting plate can limit the rectangular frame.
Description
Technical Field
The utility model relates to the technical field of dam reinforcement, in particular to a dam body back water slope reinforcement structure.
Background
The dam is a water retaining building for intercepting the water flow of a river channel to raise the water level or regulate the flow, can form a reservoir, raise the water level, regulate the runoff, concentrate water head, be used for flood control, water supply, irrigation, hydroelectric power generation, improvement of shipping and the like, and is also called a dam for river channel improvement building for adjusting the river potential and protecting a bank bed, such as a spur dike, a downstream dike, a submerged dike and the like;
according to the dam slope protection structure provided by the Chinese patent grant publication No. CN214363290U, through planting the vegetation layer on the honeycomb bricking brick layer, the stability of the back surface of the dam can be increased, the soil erosion is reduced, but the honeycomb bricking brick layer is difficult to penetrate into the dam, the firmness is poor, the long-term use is easy to fall off, the potential safety hazard can be reduced, and the honeycomb bricking brick layer needs to be sequentially built during construction, and the construction speed is slow.
Disclosure of Invention
The utility model provides a dam body back water slope reinforcing structure, which solves the technical problems that the stability of the back water surface of a dam can be increased and the water and soil loss can be reduced by planting a vegetation layer on a honeycomb brick layer, but the honeycomb brick layer is difficult to penetrate into the dam, and the firmness is poor.
In order to solve the technical problems, the dam body back water slope reinforcing structure comprises a rectangular frame, reinforcing steel bars and positioning plates, wherein the reinforcing steel bars are welded on the surface of the rectangular frame, triangular plates are welded at four corners of the reinforcing steel bars, inserting rods are connected to the four triangular plates in an penetrating mode, pointed ends are fixedly arranged at the bottom ends of the four inserting rods, limiting plates are fixedly arranged at the top ends of the four inserting rods, the four limiting plates are respectively arranged at the top ends of the four triangular plates, two hinge plates are hinged to one side of the rectangular frame, the bottom ends of the two hinge plates are welded with the top ends of the positioning plates, two locking bolts are connected to the positioning plates in a penetrating mode, threaded sleeves are connected to the bottom ends of the positioning plates in a threaded mode, embedded rods are fixedly arranged at the bottom ends of the two threaded sleeves, anti-pulling plates are welded at the bottom ends of the two embedded rods, the diameters of the two anti-pulling plates are larger than the diameters of the two embedded plates, and two connecting plates are fixedly arranged on one side of the rectangular frame.
Preferably, the surfaces of the four triangular plates are provided with rod grooves, the four inserting rods are respectively connected with the four rod grooves in a penetrating mode, and the four triangular plates are respectively welded with the four corners of the rectangular frame.
Preferably, pull lugs are welded on two sides of the four limiting plates, and the diameters of the four rod grooves are smaller than those of the four limiting plates.
Preferably, one side of each hinge plate is welded with one side of the rectangular frame, and each hinge plate is hinged with each hinge seat through a pin shaft.
Preferably, positioning holes are formed in two sides of the top end of the positioning plate, two locking bolts are connected with the two positioning holes in a penetrating mode respectively, and the outer diameters of bolt heads of the two locking bolts are larger than the diameters of the two positioning holes.
Preferably, through holes are formed in the surfaces of the two connecting plates, two threaded holes are formed in the other side of the rectangular frame, and the two through holes are respectively located in the same straight line with the two threaded holes.
Compared with the related art, the utility model has the beneficial effects that:
the utility model provides a dam body back water slope reinforcing structure, which avoids rigid connection between a rectangular frame and a positioning plate through a hinged support and a hinged plate, can rotate the rectangular frame and adjust the inclination angle of the rectangular frame, can be attached to the back water slope of a dam body, and can be inserted into the back water slope of the dam body through pressing and hammering a limiting plate at the top end of an inserted link through passing the inserted link through a rod groove of a triangular plate, so that the insertion link can be inserted into the back water slope of the dam body, the earth resistance of the inserted link can be reduced by a pointed end, the inserted link and the limiting plate can limit the rectangular frame, the stability and the anti-moving capability of the rectangular frame are improved, the rectangular frame is not easy to loosen and fall off after long-term use, the rectangular frame is safe and reliable, the laying efficiency is high, the construction speed can be improved, the rectangular frame can be supported and reinforced through four triangular plates, the firmness and the deformation resistance of the rectangular frame can be supported and shaped by a reinforcing steel bar net, the green planting can be planted through meshes of the reinforcing bar net, the water and soil loss can be reduced, and the back water slope of the dam body can be reinforced;
can be with rectangle frame and adjacent rectangle frame fixed connection through connecting plate and screw hole, the wholeness and the fastness between the adjacent rectangle frame can be increased, through the bottom with pre-buried pole pre-buried in dam body back water slope, the resistance to plucking ability of pre-buried pole can be improved to the anti-pulling plate, can prevent that pre-buried pole from droing, through pass the locating hole with the lock bolt, with thread bush threaded connection, can be to locating plate fixed mounting, the locating plate can support the rectangle frame, can prevent the rectangle frame landing.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is an enlarged schematic view of the structure of the present utility model A;
FIG. 3 is a schematic cross-sectional view of the embedded bar of the present utility model;
fig. 4 is a schematic structural view of the triangle of the present utility model.
Reference numerals in the drawings: 1. a rectangular frame; 2. a reinforcing mesh; 3. a triangle; 4. a rod groove; 5. a rod; 6. a tip; 7. a limiting plate; 8. pulling lugs; 9. a hinged plate; 10. a pin shaft; 11. a hinged support; 12. a positioning plate; 13. positioning holes; 14. a locking bolt; 15. a thread sleeve; 16. embedding a rod; 17. an anti-pulling plate; 18. a connecting plate; 19. and (3) a threaded hole.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the utility model; all other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, a dam body back water slope reinforced structure, including rectangular frame 1, reinforcing bar net 2 and locating plate 12, the surface welding of rectangular frame 1 has reinforcing bar net 2, four corners of reinforcing bar net 2 have all welded set-square 3, four set-square 3 all alternate and are connected with inserted bar 5, the bottom of four inserted bar 5 is all fixed and is equipped with tip 6, the top of four inserted bar 5 is all fixed and is equipped with limiting plate 7, four limiting plate 7 are located four set-square 3's top respectively, one side of rectangular frame 1 articulates through two hinged plates 9 has two hinged support 11, the bottom of two hinged support 11 all welds with the top of locating plate 12, the locating plate 12 alternates and is connected with two locking bolts 14, two equal threaded connection of locking bolts 14 has thread bush 15, two threaded bush 15 all are located the bottom of locating plate 12, the bottom of two threaded bush 15 is all fixed and is equipped with pre-buried pole 16, the bottom of two pre-buried poles 16 all welds anti-pulling plate 17, the diameter of two anti-pulling plate 17 is all greater than two pre-buried pole 16, one side of rectangular frame 1 is equipped with two fixed plate 1 and one side of rectangular frame 1 can be passed through two hinged plate 9 and is equipped with two fixed plate 1 and the top of rectangular frame 1, the top of rectangular frame 1 can be firmly connected with the spacer bar 1 through the spacer bar, the spacer bar 1, the top of the spacer bar is realized, the spacer bar 1 can be firmly through the spacer bar is realized, the spacer bar 1 can be rotated, the spacer bar 1, the top can be firmly can be realized through the spacer bar 1, and can be realized, the spacer bar 1, and can be realized through the spacer bar 1, and can be realized and the spacer bar 1, and can be realized and the spacer bar and can be realized.
Referring to fig. 2 and 4, the surfaces of the four triangular plates 3 are provided with rod grooves 4, the four inserting rods 5 are respectively connected with the four rod grooves 4 in a penetrating way, the four triangular plates 3 are respectively welded with the four corners of the rectangular frame 1, and the inserting rods 5 can be penetrated through the rod grooves 4.
Referring to fig. 2 and 4, pull lugs 8 are welded on two sides of the four limiting plates 7, the diameters of the four rod grooves 4 are smaller than those of the four limiting plates 7, and the limiting plates 7 are conveniently pulled and the inserting rods 5 are conveniently pulled out through the pull lugs 8.
Referring to fig. 2, one side of each hinge plate 9 is welded to one side of the rectangular frame 1, each hinge plate 9 is hinged to two hinge supports 11 through a pin 10, and the hinge plates 9 and the hinge supports 11 can be connected through the pin 10, so that the hinge plates 9 can do circular motion along the pin 10.
Referring to fig. 3, positioning holes 13 are formed on two sides of the top end of the positioning plate 12, two locking bolts 14 are respectively connected with the two positioning holes 13 in a penetrating mode, the outer diameters of bolt heads of the two locking bolts 14 are larger than the diameters of the two positioning holes 13, and the locking bolts 14 are conveniently penetrated through the positioning holes 13.
Referring to fig. 1, through holes are formed on the surfaces of the two connection plates 18, two threaded holes 19 are formed on the other side of the rectangular frame 1, and the two through holes are respectively positioned on the same straight line with the two threaded holes 19, so that the installation precision between the rectangular frame 1 and the adjacent rectangular frame 1 can be ensured.
In summary, in the utility model, the staff pre-embeds the embedded pole 16 in the bottom of the dam body back water slope at first, the anti-pulling plate 17 can improve the anti-pulling ability of embedded pole 16, can prevent that embedded pole 16 from coming off, then pass locating hole 13 with locking bolt 14, with threaded sleeve 15 threaded connection, can be to locating plate 12 fixed mounting, afterwards rotate rectangular frame 1, adjust its inclination, make its back water slope of laminating the dam body, again pass the pole groove 4 of set square 3 with the inserted pole 5, apply pressure to limiting plate 7 on the top of inserted pole 5, hammering, can insert the inserted pole 5 inside the back water slope of dam body, tip 6 can reduce the resistance of inserting pole 5, insert pole 5 and limiting plate 7 can be spacing to rectangular frame 1, can improve stability and the anti-shifting ability of rectangular frame 1, be difficult for a long time use to become flexible, rectangular frame 1 can support and mould reinforcing bar net 2, can be to the quick planting of reinforcing bar net 2, finally, green planting through the mesh green soil loss of reinforcing net 2, can reduce the loss of water and carry out the adjacent rectangular frame 1 and the bridge piece 1 through the adjacent frame 1, can be firmly connected with rectangular frame 1 through the connecting plate 1 and the adjacent frame 1, can be fixed through the round pin shaft 1 and the adjacent frame 1, can be fixed with the rectangular frame 1.
It is noted that relational terms such as first and second, and the like are 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. Moreover, 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.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a dam body back of body water slope reinforced structure, includes rectangle frame (1), reinforcing bar net (2) and locating plate (12), its characterized in that: the surface welding of rectangle frame (1) has reinforcing bar net (2), four corners of reinforcing bar net (2) have all welded triangular plate (3), four triangular plate (3) all alternate and are connected with inserted bar (5), four the equal fixed tip (6) that is equipped with in bottom of inserted bar (5), four the top of inserted bar (5) is all fixed limiting plate (7), four limiting plate (7) are located the top of four triangular plate (3) respectively, one side of rectangle frame (1) articulates through two hinged plate (9) has two hinged plate (11), two the bottom of hinged plate (11) all welds with the top of locating plate (12), two locking bolt (14) all threaded connection has thread bush (15), two thread bush (15) all are located the bottom of locating plate (12), two the bottom of thread bush (15) is all fixed pre-buried pole (16), two the bottom of two hinged plate (11) all have two pre-buried pole (16) to be equipped with two anti-draw-out of the diameter of two connecting plate (17) side, two the equal diameter of pre-buried pole (16) is equipped with two anti-draw-off of connecting plate (17).
2. The dam body back water slope reinforcement structure according to claim 1, wherein the surfaces of the four triangular plates (3) are provided with rod grooves (4), the four inserting rods (5) are respectively connected with the four rod grooves (4) in a penetrating mode, and the four triangular plates (3) are respectively welded with the four corners of the rectangular frame (1).
3. The dam body back water slope reinforcement structure according to claim 2, wherein pull lugs (8) are welded on two sides of the four limiting plates (7), and the diameters of the four rod grooves (4) are smaller than the diameters of the four limiting plates (7).
4. A dam body back slope reinforcement structure according to claim 1, wherein one side of each of the two hinged plates (9) is welded to one side of the rectangular frame (1), and each of the two hinged plates (9) is hinged to each of the two hinged supports (11) through a pin shaft (10).
5. The dam body back water slope reinforcement structure according to claim 1, wherein positioning holes (13) are formed in two sides of the top end of the positioning plate (12), two locking bolts (14) are respectively connected with the two positioning holes (13) in a penetrating mode, and the outer diameters of bolt heads of the two locking bolts (14) are larger than the diameters of the two positioning holes (13).
6. A dam body back water slope reinforcement structure according to claim 1, wherein the surfaces of the two connecting plates (18) are provided with through holes, the other side of the rectangular frame (1) is provided with two threaded holes (19), and the two through holes are respectively positioned in the same straight line with the two threaded holes (19).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320916209.7U CN220117113U (en) | 2023-04-21 | 2023-04-21 | Dam body back water slope reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320916209.7U CN220117113U (en) | 2023-04-21 | 2023-04-21 | Dam body back water slope reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220117113U true CN220117113U (en) | 2023-12-01 |
Family
ID=88895083
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320916209.7U Active CN220117113U (en) | 2023-04-21 | 2023-04-21 | Dam body back water slope reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220117113U (en) |
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2023
- 2023-04-21 CN CN202320916209.7U patent/CN220117113U/en active Active
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