CN214033594U - Hydraulic engineering bank protection reinforced structure - Google Patents
Hydraulic engineering bank protection reinforced structure Download PDFInfo
- Publication number
- CN214033594U CN214033594U CN202023172036.8U CN202023172036U CN214033594U CN 214033594 U CN214033594 U CN 214033594U CN 202023172036 U CN202023172036 U CN 202023172036U CN 214033594 U CN214033594 U CN 214033594U
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- Prior art keywords
- slope protection
- slope
- frames
- frame
- hydraulic engineering
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- 239000002689 soil Substances 0.000 claims abstract description 17
- 239000010410 layer Substances 0.000 claims abstract description 14
- 239000002344 surface layer Substances 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000035515 penetration Effects 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 206010063659 Aversion Diseases 0.000 abstract 1
- 239000011449 brick Substances 0.000 description 4
- 238000004162 soil erosion Methods 0.000 description 3
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a hydraulic engineering slope protection reinforced structure, which comprises a slope protection main body, a plurality of slope protection plate frames and a fixed plate with an anchor nail, wherein a slope protection earth cushion layer covers the surface layer of the slope protection main body; the plurality of slope protection plate frames are all equilateral triangle frames, each slope protection plate frame is arranged on the surface of a slope protection soil cushion layer, and the side edges of two adjacent slope protection plate frames are connected through locking pieces; the fixed plate that has the anchor covers on the axle center of the hexagon structure that forms by six slope protection sheet frames concatenation, and the anchor tip runs through fixed plate, slope protection sheet frame and slope protection earth bed course, and in inserting the bank protection main part for fix the slope protection sheet frame, it is spacing that the nut is passed through to the non-end that penetrates of anchor. The utility model discloses a retaining member is laid on slope protection earth bed course upper surface after splicing a plurality of slope protection sheet frames, then fixes a plurality of slope protection sheet frames after splicing on the bank protection main part through the anchor nail fixed plate for reduce the aversion that river erodees the bank protection main part and make each slope protection sheet frame take place.
Description
Technical Field
The utility model relates to a hydraulic engineering slope protection equipment technical field, concretely relates to hydraulic engineering slope protection reinforced structure.
Background
Hydraulic engineering is an engineering built to eliminate water damage and to exploit water resources. The method is mainly used in the fields of flood control engineering, farmland hydraulic engineering, hydroelectric power engineering, channel and port engineering, water supply and drainage engineering, environmental hydraulic engineering, coastal reclamation engineering and the like. All need go on under the prerequisite of carrying out reasonable control to the water resource when utilizing the water resource in above-mentioned field, otherwise can arouse flood disasters and levee breaking, the hidden danger that flood disasters and levee breaking took place is soil erosion and water loss, so need protect hydraulic engineering side slope.
Current bank protection device is mostly concrete bank protection brick pile and builds and forms, does not connect each other, and the bank protection brick can make the bank protection brick of piling on the side slope take place to shift when receiving rivers to erode for a long time, causes soil erosion and water loss, has shortened the life of bank protection, has increased the bank protection and has dug the risk, consequently designs a simple structure and firm hydraulic engineering bank protection reinforced structure and has very big practical value.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming the problem among the prior art, provide a hydraulic engineering bank protection reinforced structure.
The utility model provides a hydraulic engineering bank protection reinforced structure, including a hydraulic engineering bank protection reinforced structure, a serial communication port, include
The surface layer of the slope protection main body is covered with a slope protection soil cushion layer;
the slope protection plate frames are all equilateral triangle frame bodies, each slope protection plate frame is arranged on the surface of a slope protection soil cushion layer, and the side edges of two adjacent slope protection plate frames are connected through locking pieces;
have the fixed plate of anchor, cover on the axle center of the hexagon structure that forms by six slope protection sheet frames concatenation, just anchor tip runs through fixed plate, slope protection sheet frame and slope protection earth bed course, and in inserting the bank protection main part for fix the slope protection sheet frame, it is spacing that the nut is passed through to the non-end that penetrates of anchor.
Preferably, vegetation for keeping water and soil is planted in the plurality of slope protection plate frames.
Preferably, the fixed plate that covers on the axle center of the hexagon structure that six bank protection plate frames splice and form passes through bolted connection respectively with each bank protection plate frame within a definite time.
Preferably, a plurality of drain holes are formed in the side edges of the slope protection plate frame.
Preferably, the slope protection plate frame is made of one of high-strength steel or high-strength aluminum.
Preferably, the top of bank protection main part is equipped with the supporting bench, it is equipped with the connection lantern ring to go up the supporting bench, the couple that is equipped with on the lantern ring and the bank protection sheet frame side is connected, bank protection sheet frame side butt is on the undersupport platform that bank protection main part bottom was equipped with.
Preferably, the lower supporting platform is a trapezoidal structure.
Preferably, the retaining member is U type joint spare, L type draw-in groove has all been seted up on the side of a plurality of slope protection sheet frames, U type joint spare card is established in the U type draw-in groove after being spliced by two slope protection sheet frames.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model has the advantages of simple structure and the practicality is strong, through covering slope protection earth bed course in the bank protection main part, and tamp slope protection earth bed course, can effectual increase slope protection main part's support ability, prevent that the bank protection main part from taking place the landslide, then fix a plurality of slope protection sheet frames on slope protection earth bed course upper surface, and fix each slope protection sheet frame through the retaining member, then fix a plurality of slope protection sheet frames after will splicing on the bank protection main part through the anchor fixed plate, each slope protection sheet frame takes place to shift when being used for preventing the river from scouring away the bank protection main part, reduce the guard action to the slope protection sheet frame, through planting the vegetation in each slope protection sheet frame, be used for further through the fixed side slope of vegetation root system, through all seting up the ponding that a plurality of wash ports are used for discharging fast in the slope protection sheet frame on the slope protection sheet frame side, reduce slope protection sheet frame bearing.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is the two drawings and the relation diagram of a plurality of slope protection sheet frames, locking pieces, fixing plates and anchors of the utility model.
Description of reference numerals:
1. the slope protection main part, 2 the slope protection soil bed course, 3 a plurality of bank protection sheet frames, 4 retaining members, 5 the fixed plate, 6 the anchor nail, 7 go up the supporting bench, 8 the lower supporting bench.
Detailed Description
The following detailed description of the present invention is provided in conjunction with the accompanying drawings, but it should be understood that the scope of the present invention is not limited by the following detailed description. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Utility model
As shown in fig. 1-2, the utility model provides a hydraulic engineering slope reinforcement structure, which comprises a slope protection main body 1, wherein a slope protection earth cushion layer 2 covers the surface layer;
the slope protection plate frames 3 are all equilateral triangle frame bodies, each slope protection plate frame 3 is arranged on the surface of the slope protection soil cushion layer 2, and the side edges of two adjacent slope protection plate frames 3 are connected through locking pieces 4;
have anchor 6's fixed plate 5, cover on the axle center of the hexagon structure that forms by the concatenation of six protection slope sheet frames 3, just anchor 6 tip runs through fixed plate 5, protection slope sheet frame 3 and protection slope earth bed course 2, and inserts in the protection slope main part 1 for fix protection slope sheet frame 3, anchor 6 non-penetrates the end and passes through the nut spacing.
In the utility model, in order to solve the problem that the traditional concrete slope protection bricks are piled on the side slope and are easy to shift and cause water and soil loss after being washed by long-time running water, the utility model can alleviate the problems, when in use, firstly, the side slope main body 1 to be protected is covered with the slope protection soil cushion layer 2, the slope protection soil cushion layer 2 is tamped by the tamping plate, then the connected side edges of a plurality of slope protection plate frames 3 are connected and spliced into a regular hexagon through the locking piece 4, then the slope protection soil cushion layer is placed on the tamped slope soil cushion layer 2, the fixed plate 5 is covered on the axle center of the spliced hexagon structure, then the anchor 6 passes through the fixed plate 5, the slope protection plate frames 3 and the slope protection soil cushion layer 2 and is fixed on the slope protection soil cushion layer 2, then each slope protection plate frame 3 is connected with the other side edges of the regular hexagon structure which are fixed on the side slope through the locking piece 4, splice into the hexagon structure once more, then use fixed plate 5 to cover on the axle center of the hexagon structure that splices into, then make anchor 6 pass fixed plate 5, slope protection sheet frame 3 and slope protection earth bed course 2, splice in proper order according to above-mentioned mode, accomplish the reinforcement to whole slope.
Further, be connected between frame and the slope protection earth bed course 2 for further increase concatenation becomes the hexagon structure, so all plant the vegetation that keeps water and soil in a plurality of slope protection sheet frames 3, further fix slope protection sheet frame 3 through the vegetation root system.
Further, in order to further increase the connection between the fixing plate 5 and each of the slope protection plate frames 3, the fixing plate 5 covering the axis of the hexagonal structure formed by splicing the six slope protection plate frames 3 is connected to each of the slope protection plate frames 3 by bolts.
Further, in order to increase the stress on the slope protection plate frame 3 and prolong the service life of the slope protection plate frame 3, a plurality of drain holes are formed in the side edge of the slope protection plate frame 3, and rainwater accumulated in the slope protection plate frame 3 is timely discharged.
Furthermore, in order to improve the durability and the service time of the slope protection plate frame 3, the slope protection plate frame 3 is made of one of high-strength steel or high-strength aluminum.
Furtherly, in order to further increase the fixed between the good bank protection frame 3 of concatenation and the side slope, reduce the bank protection sheet frame 3 displacement that the soil erosion and water loss lead to, so the top of bank protection main part 1 is equipped with supporting bench 7, upward be equipped with the connection lantern ring on the supporting bench 7, the couple that is equipped with on the lantern ring and the bank protection sheet frame 3 side is connected, 3 side butts of bank protection sheet frame are on the lower supporting bench 8 that is equipped with in 1 bottom of bank protection main part.
Further, in order to discharge the rainwater flowing out of the slope protection plate frame 3 quickly, the lower support platform 8 is of a trapezoidal structure.
Further, a concrete structure of retaining member 4 is given, retaining member 4 is U type joint spare, L type draw-in groove has all been seted up on a plurality of slope protection sheet frame 3's the side, U type joint spare card is established in the U type draw-in groove after being spliced by two slope protection sheet frames 3.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that 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 (8)
1. Hydraulic engineering bank protection reinforced structure, its characterized in that includes
The surface layer of the slope protection main body (1) is covered with a slope protection soil cushion layer (2);
the slope protection plate frames (3) are all equilateral triangle frame bodies, each slope protection plate frame (3) is arranged on the surface of the slope protection soil cushion layer (2), and the side edges of two adjacent slope protection plate frames (3) are connected through locking pieces (4);
fixed plate (5) with anchor (6) cover on the axle center of the hexagon structure that forms by six slope protection sheet frame (3) concatenations, just anchor (6) tip runs through fixed plate (5), slope protection sheet frame (3) and slope protection earth bed course (2), and inserts in slope protection main part (1) for fix slope protection sheet frame (3), anchor (6) non-penetration end is spacing through the nut.
2. A hydraulic engineering revetment reinforcing structure according to claim 1, wherein said plurality of revetment frame (3) are planted with soil and water retaining vegetation.
3. The hydraulic engineering slope reinforcement structure of claim 1, characterized in that the fixed plates (5) covering the axis of the hexagonal structure formed by splicing six slope sheet frames (3) are respectively connected with each slope sheet frame (3) through bolts.
4. The hydraulic engineering slope reinforcement structure of claim 1, wherein a plurality of drainage holes are formed in the side edges of the slope protection plate frame (3).
5. A hydraulic engineering slope reinforcement structure according to claim 1, characterized in that the slope sheet frame (3) is one of high-strength steel or high-strength aluminum.
6. The hydraulic engineering slope protection reinforced structure of claim 1, wherein an upper supporting platform (7) is arranged at the top of the slope protection main body (1), a connecting lantern ring is arranged on the upper supporting platform (7), the lantern ring is connected with a hook arranged on the side edge of the slope protection plate frame (3), and one side edge of the slope protection plate frame (3) abuts against a lower supporting platform (8) arranged at the bottom of the slope protection main body (1).
7. A hydraulic engineering slope protection reinforced structure according to claim 6, characterized in that the lower support platform (8) is a ladder structure.
8. The hydraulic engineering slope protection reinforced structure of claim 1, characterized in that the retaining member (4) is a U-shaped clamping member, L-shaped clamping grooves are formed in the side edges of the slope protection plate frames (3), and the U-shaped clamping member is clamped in the U-shaped clamping grooves formed by splicing the two slope protection plate frames (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023172036.8U CN214033594U (en) | 2020-12-24 | 2020-12-24 | Hydraulic engineering bank protection reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023172036.8U CN214033594U (en) | 2020-12-24 | 2020-12-24 | Hydraulic engineering bank protection reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214033594U true CN214033594U (en) | 2021-08-24 |
Family
ID=77342095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023172036.8U Expired - Fee Related CN214033594U (en) | 2020-12-24 | 2020-12-24 | Hydraulic engineering bank protection reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214033594U (en) |
-
2020
- 2020-12-24 CN CN202023172036.8U patent/CN214033594U/en not_active Expired - Fee Related
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Legal Events
| 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: 20210824 |