CN213926070U - A high-efficiency and durable flood control embankment for water conservancy projects - Google Patents
A high-efficiency and durable flood control embankment for water conservancy projects Download PDFInfo
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- CN213926070U CN213926070U CN202022782683.4U CN202022782683U CN213926070U CN 213926070 U CN213926070 U CN 213926070U CN 202022782683 U CN202022782683 U CN 202022782683U CN 213926070 U CN213926070 U CN 213926070U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 31
- 238000009825 accumulation Methods 0.000 claims abstract description 19
- 239000004575 stone Substances 0.000 claims abstract description 19
- 239000002689 soil Substances 0.000 claims abstract description 12
- 230000000903 blocking effect Effects 0.000 abstract description 4
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
本实用新型公开了一种水利工程用高效耐久防洪堤，包括有地基，所述地基内部安装有若干个渗水管道，所述地基顶端安装有堤坝主体，所述堤坝主体顶端覆盖有坡面混凝土层，所述坡面混凝土层一端连接有坡边混凝土层，所述坡面混凝土层上切割有切割缝，所述坡面混凝土层内侧安装有坡面防水层，所述坡面防水层一端连接有坡边防水层，所述坡面防水层内侧安装有若干层混凝土板，所述混凝土板之间连接有泥土堆积层，所述泥土堆积层内部安装有若干组混凝土支柱，所述混凝土板一端安装有锥形石板，所述堤坝主体一侧安装有若干个阻水石，所述阻水石一侧安装有挡浪板，通过设置多层混凝土板和泥土堆积层来分散洪水对堤岸的冲击力。
The utility model discloses a high-efficiency and durable flood control embankment for water conservancy projects, which comprises a foundation, a plurality of seepage pipes are installed inside the foundation, a dam main body is installed at the top of the foundation, and the top of the dam main body is covered with a slope concrete layer One end of the slope surface concrete layer is connected with a slope side concrete layer, a cutting seam is cut on the slope surface concrete layer, a slope surface waterproof layer is installed on the inner side of the slope surface concrete layer, and one end of the slope surface waterproof layer is connected with a Slope side waterproof layer, several layers of concrete slabs are installed on the inner side of the slope surface waterproof layer, soil accumulation layers are connected between the concrete slabs, several groups of concrete pillars are installed inside the soil accumulation layer, and one end of the concrete slabs is installed There are conical stone slabs, several water blocking stones are installed on one side of the main body of the dam, and a wave blocking board is installed on one side of the water blocking stones, and the impact force of the flood on the embankment is dispersed by setting multi-layer concrete slabs and soil accumulation layers.
Description
Technical Field
The utility model relates to a hydraulic engineering dyke technical field specifically is a hydraulic engineering uses high-efficient durable dyke.
Background
The flood control dike is constructed for preventing rivers from overflowing, the flood control dike appears hundreds of years ago, the flood control dike is usually a pile of soil, the soil pile is in a long strip shape and can extend for several kilometers along rivers, lakes or oceans sometimes, people living on the river bank can be protected by the flood control dike to be away from flood disasters every year and avoid property loss, but the problem is that the flood control dike can break or be overflowed by river water, the phenomenon of strong rainfall is very serious in China, many provinces and cities are influenced by flood, the bottom end of the existing efficient durable flood control dike for the hydraulic engineering can cause serious soil and stone loss at the foundation end after the long-time impact of the flood, the firmness of the flood control dike is influenced, and the internal structure of the existing flood control dike cannot disperse the impact force of the flood on the bank.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a hydraulic engineering is with high-efficient durable dyke dam to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a high-efficiency durable flood bank for hydraulic engineering comprises a foundation, wherein one end of the foundation is provided with a plurality of floor drains, the bottom end of each floor drain is connected with a water flow channel, the bottom end of each water flow channel is connected with a reservoir, one side of the reservoir is connected with a flow guide pipeline, the flow guide pipeline is connected with a plurality of water seepage pipelines, the top end of the foundation is provided with a dam body, the top end of the dam body is covered with a slope concrete layer, one end of the slope concrete layer is connected with a slope concrete layer, a cutting seam is cut on the slope concrete layer, a slope waterproof layer is arranged on the inner side of the slope concrete layer, one end of the slope waterproof layer is connected with a slope waterproof layer, a plurality of concrete plates are arranged on the inner side of the slope waterproof layer, an earth accumulation layer is connected between the concrete plates, a plurality of groups of concrete pillars are arranged in the earth accumulation layer, the utility model discloses a dam, including dykes and dams main part, concrete slab, buffer spring, dam body, breakwater both sides fixed mounting have a cylinder, the inside card of cylinder is equipped with the dead lever, the dead lever top transversely runs through there is the gag lever post.
Preferably, the top end of the water seepage pipeline is connected with a soil accumulation layer.
Preferably, the slope concrete layer and the bottom end of the slope waterproof layer are vertically inserted into the foundation.
Preferably, the tapered stone slabs are obliquely inserted into the foundation.
Preferably, the other end of the concrete slab is clamped into the dam body, and the other end of the buffer spring is clamped into the dam body.
Preferably, the fixing rod is vertically inserted into the foundation.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model is provided with a plurality of layers of concrete slabs and earth accumulation layers in the main body of the dam, both ends of the concrete slabs are provided with the buffer springs and the conical stone slabs, and the impact force of flood on the embankment is dispersed by increasing the buffer area;
2. the utility model reduces the impact force of flood to the foundation by arranging the water-blocking stone and the wave-blocking plate, and the wave-blocking plate can be disassembled by the limiting rod, and the foundation at the bottom end of the dam body is protected from being directly washed by the flood by the slope concrete layer and the slope waterproof layer which are vertically inserted into the foundation, so as to prevent the foundation from being damaged seriously by the flood after the long-time washing;
3. the utility model discloses be provided with the infiltration pipeline, can make the inside moisture of dykes and dams main part pass through the infiltration pipeline and get into the cistern, prevent that dykes and dams main part is inside to save too much moisture.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic side view of the present invention;
FIG. 3 is an enlarged schematic view of the structure at A in FIG. 1 according to the present invention;
FIG. 4 is an enlarged schematic view of the structure at A in FIG. 2 according to the present invention;
in the figure: 1. a foundation; 101. a floor drain; 102. a water flow channel; 103. a reservoir; 104. a diversion pipeline; 105. a water seepage pipeline; 2. a dam body; 201. a slope concrete layer; 202. cutting a seam; 203. a slope waterproof layer; 204. a slope concrete layer; 205. a slope waterproof layer; 206. a concrete slab; 207. a tapered stone slab; 208. a concrete pillar; 209. a soil accumulation layer; 210. a buffer spring; 3. a water blocking stone; 4. a breakwater; 401. a cylinder; 402. fixing the rod; 403. a limiting rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a high-efficiency durable flood bank for hydraulic engineering comprises a foundation 1, wherein one end of the foundation 1 is provided with a plurality of floor drains 101, the bottom end of each floor drain 101 is connected with a water flow channel 102, the bottom end of each water flow channel 102 is connected with a reservoir 103, one side of the reservoir 103 is connected with a flow guide pipeline 104, the flow guide pipeline 104 is connected with a plurality of water seepage pipelines 105, the top end of the foundation 1 is provided with a dam body 2, the top end of the dam body 2 is covered with a slope concrete layer 201, one end of the slope concrete layer 201 is connected with a slope concrete layer 204, the slope concrete layer 201 is cut with cutting seams 202, the dam body 2 is prevented from cracking due to thermal expansion and cold contraction through the cutting seams 202, the inner side of the slope concrete layer 201 is provided with a slope waterproof layer 203, one end of the slope waterproof layer 203 is connected with a, be connected with earth accumulation layer 209 between concrete slab 206, earth accumulation layer 209 internally mounted has a plurality of groups concrete strut 208, toper slabstone 207 is installed to concrete slab 206 one end, buffer spring 210 is installed to concrete slab 206 other end bottom, 2 one sides of dyke main part are installed a plurality of and are blocked water stone 3, it installs breakwater 4 to block water stone 3 one side, blocks water stone 3 and breakwater 4 through the installation and reduces the impact force of flood to ground 1, 4 both sides fixed mounting of breakwater have cylinder 401, the inside card of cylinder 401 is equipped with dead lever 402, dead lever 402 top transversely runs through there is gag lever post 403.
The top end of the water seepage pipeline 105 is connected with the soil accumulation layer 209, so that excessive water accumulation in the soil accumulation layer 209 can be prevented.
The bottom ends of the slope concrete layer 204 and the slope waterproof layer 205 are vertically inserted into the foundation 1 to protect the foundation 1 and one end of the dam body 2 from being washed by flood for a long time.
The tapered stone slab 207 is obliquely inserted into the foundation 1, so that the impact resistance of the tapered stone slab 207 is increased.
The other end of the concrete plate 206 is engaged with the interior of the embankment body 2, and the other end of the buffer spring 210 is engaged with the interior of the embankment body 2, so that the concrete plate 206 is installed in the interior of the embankment body 2 in an inclined manner.
The fixing rod 402 is vertically inserted into the foundation 1, so that the fixing rod 402 is not displaced.
The working principle is as follows: the utility model discloses when using, prevent the 2 ftractures of dykes and dams main part that lead to because of expend with heat and contract with cold through installing the cutting joints 202 on domatic concrete layer 201, through multilayer concrete slab 206 and earth accumulation layer 209 that set up in dykes and dams main part 2, and buffer spring 210 and the toper slabstone 207 of concrete slab 206 both ends installation, come the impact force of dispersion partly flood to the dykes and dams to give ground 1, receive the impact force that the impact area reduces local through the increase, through the block water stone 3 and the manger plate 4 that set up, reduce flood to ground 1, and manger plate 4 accessible impact force gag lever post 403 dismantles, through inserting slope concrete layer 204 and the slope waterproof layer 205 of establishing ground 1 perpendicularly and protecting the ground 1 of dykes and dams main part 2 bottom not directly washed by flood, prevent that ground 1 soil stone flow after long-time washing from seriously and lead to the breakwater, collect the inside moisture of dykes and dams main part 2 through installing infiltration pipeline 105 on one side of earth accumulation layer 209 Then, the water enters the diversion pipeline 104 from the water seepage pipeline 105 and then enters the reservoir 103, and the water can be pumped out from the floor drain 101 by a motor, so that the excessive water accumulation in the dam body 2 is prevented.
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 (6)
1. The utility model provides a hydraulic engineering is with durable flood bank of high efficiency, includes ground (1), its characterized in that: a plurality of floor drains (101) are installed at one end of the foundation (1), a water flow channel (102) is connected to the bottom end of the floor drain (101), a water storage tank (103) is connected to the bottom end of the water flow channel (102), a flow guide pipeline (104) is connected to one side of the water storage tank (103), a plurality of water seepage pipelines (105) are connected to the flow guide pipeline (104), a dam main body (2) is installed at the top end of the foundation (1), a slope concrete layer (201) covers the top end of the dam main body (2), a slope concrete layer (204) is connected to one end of the slope concrete layer (201), a cutting seam (202) is cut on the slope concrete layer (201), a slope waterproof layer (203) is installed on the inner side of the slope concrete layer (201), a slope waterproof layer (203) is connected to one end of the slope waterproof layer (203), a plurality of concrete plates (206) are installed on the inner side of the slope waterproof layer (203), be connected with earth accumulation layer (209) between concrete slab (206), earth accumulation layer (209) internally mounted has a plurality of groups concrete pillar (208), toper slabstone (207) are installed to concrete slab (206) one end, buffer spring (210) are installed to concrete slab (206) other end bottom, dam body (2) one side is installed a plurality of and is hindered stone (3), it installs breakwater (4) to hinder stone (3) one side, breakwater (4) both sides fixed mounting has cylinder (401), cylinder (401) inside card is equipped with dead lever (402), dead lever (402) top transversely runs through there is gag lever post (403).
2. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: the top end of the water seepage pipeline (105) is connected with a soil accumulation layer (209).
3. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: the bottom ends of the slope concrete layer (204) and the slope waterproof layer (205) are vertically inserted into the foundation (1).
4. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: the conical stone plate (207) is obliquely inserted into the foundation (1).
5. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: the other end of the concrete plate (206) is clamped into the dam body (2), and the other end of the buffer spring (210) is clamped into the dam body (2).
6. The efficient durable flood bank for the hydraulic engineering according to claim 1, wherein: the fixing rod (402) is vertically inserted into the foundation (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022782683.4U CN213926070U (en) | 2020-11-25 | 2020-11-25 | A high-efficiency and durable flood control embankment for water conservancy projects |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022782683.4U CN213926070U (en) | 2020-11-25 | 2020-11-25 | A high-efficiency and durable flood control embankment for water conservancy projects |
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| Publication Number | Publication Date |
|---|---|
| CN213926070U true CN213926070U (en) | 2021-08-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022782683.4U Expired - Fee Related CN213926070U (en) | 2020-11-25 | 2020-11-25 | A high-efficiency and durable flood control embankment for water conservancy projects |
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| CN (1) | CN213926070U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT527456A1 (en) * | 2023-07-05 | 2025-01-15 | Dominik Mayr | Dam for storing backwater and method for converting such a |
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2020
- 2020-11-25 CN CN202022782683.4U patent/CN213926070U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT527456A1 (en) * | 2023-07-05 | 2025-01-15 | Dominik Mayr | Dam for storing backwater and method for converting such a |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210810 |