CN111236167A - Water conservancy project flood discharge prevention of seepage dykes and dams - Google Patents
Water conservancy project flood discharge prevention of seepage dykes and dams Download PDFInfo
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- CN111236167A CN111236167A CN202010246367.7A CN202010246367A CN111236167A CN 111236167 A CN111236167 A CN 111236167A CN 202010246367 A CN202010246367 A CN 202010246367A CN 111236167 A CN111236167 A CN 111236167A
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- dam body
- dam
- flood discharge
- seepage
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/26—Vertical-lift gates
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
- G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
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- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/18—Status alarms
- G08B21/24—Reminder alarms, e.g. anti-loss alarms
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Physics & Mathematics (AREA)
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- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Fluid Mechanics (AREA)
- Revetment (AREA)
Abstract
The invention discloses a flood discharge seepage-proofing dam for hydraulic engineering, which comprises a dam body and a dam body base, wherein the dam body base is arranged on a foundation, the dam body is arranged on the dam body base, one side of the dam body is a water storage area, one side of the dam body close to the water storage area is sequentially provided with a mortar stone block layer, a brick layer and a muddy soil layer from inside to outside, one side of the dam body far away from the water storage area is sequentially provided with a second reinforcing layer and a first reinforcing layer from inside to outside, a flood discharge channel is arranged between the top of the dam body base and the dam body, guide grooves are symmetrically arranged in the dam body and the dam body base, a sluice for cutting off the flood discharge channel is arranged between the two guide grooves, the sluice comprises a pull rod, a unit plate and a mounting rack, two ends of the mounting rack are respectively arranged in the two guide grooves, and the mounting rack is a rectangular frame. The dam body has stable structure, the water gate is opened and closed lightly, water flow cannot be increased or reduced suddenly during flood discharge, and the dam body is effectively protected.
Description
Technical Field
The invention relates to the field of hydraulic engineering, in particular to a flood discharge seepage-proofing dam for the hydraulic engineering.
Background
At present, hydraulic engineering is an engineering constructed for controlling and allocating surface water and underground water in the nature to achieve the purposes of removing harm and benefiting. Also known as water engineering. Water is a valuable resource essential for human production and life, but its naturally occurring state does not completely meet the needs of human beings. Only when hydraulic engineering is built, water flow can be controlled, flood disasters are prevented, and water quantity is adjusted and distributed to meet the requirements of people on water resources in life and production. Hydraulic engineering needs to build various types of hydraulic buildings such as dams, dikes, spillways, water gates, water inlets, channels, transition troughs, rafts, fishways and the like so as to achieve the aims.
The hydraulic engineering not only affects the economy and the society of the area through the construction task, but also affects the natural appearance, the ecological environment and the natural landscape of rivers, lakes and nearby areas, and even affects the regional climate to different degrees. The influence has advantages and disadvantages, and the influence must be fully estimated during planning and designing, so that the positive effect of the hydraulic engineering is exerted in an effort, and the negative influence is eliminated.
A dam is a water retaining structure which intercepts water flow of river channels to raise the water level or adjust the flow. Can form a reservoir, raise the water level, regulate runoff and concentrate water head, and is used for flood control, water supply, irrigation, hydroelectric power generation, shipping improvement and the like.
The traditional dam is mostly an earth-rock dam or a concrete dam, and the dam body is deformed and more seriously crashes due to overhigh pressure and large seepage because the dam body is subjected to scouring, erosion or concrete aging and the like of running water for a long time. And after long-term use, the left dam body and the right dam body can shift due to water flow scouring and geological changes.
The existing partial dam has the advantages of simple structure and poor seepage-proofing and corrosion-resisting properties, and a sluice in a flood discharge channel of the dam is of an integral structure, so that the water volume can be suddenly increased or reduced during switching on and off of the sluice, the dam body is easily impacted, and the safety of the dam is reduced.
Disclosure of Invention
The invention aims to provide a flood discharge seepage-proofing dam for hydraulic engineering so as to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme:
hydraulic engineering flood discharge prevention of seepage dykes and dams, including the dam body, the dam body base sets up on the ground, and the dam body is established on the dam body base, one side of dam body is the impoundment area, one side that the dam body is close to the impoundment area is equipped with masonry block layer, brick layer, muddy soil layer by interior outside to in proper order, one side that the impoundment area was kept away from to the dam body is equipped with second back up coat, first back up coat by interior outside to in proper order.
Be equipped with the flood discharge passageway between the top of dam body base and the dam body, and the symmetry is equipped with the guide way in dam body and the dam body base, installs the sluice that is used for cuting the flood discharge passageway between two guide ways, the sluice includes pull rod, cell board, mounting bracket, establish respectively in two guide ways at the both ends of mounting bracket, and the mounting bracket is rectangular frame, slides between two vertical poles of mounting bracket and is equipped with a plurality of cell boards, the cell board can splice into a rectangular plate.
The bottom surface both ends of unit board are all sunken fluted, and the notch department of recess is equipped with the dog, and the notch internalization is equipped with the limiting plate, and the bottom surface of limiting plate is connected with the spliced pole, the bottom of spliced pole pass the dog and with the unit board top surface rigid coupling of below, and the degree of depth of recess is greater than the high sum of spliced pole and limiting plate, the top unit board top surface is connected with two pull rods perpendicularly.
The dam is equipped with the shaft in the dam body, is equipped with the driving piece in the shaft, and the output of driving piece is connected with the fly leaf, the internal guide way top of dam and shaft intercommunication, two the top of pull rod all passes the guide way is and be located the shaft, and the equal rigid coupling in bottom surface of fly leaf in the top of two pull rods.
The top of the dam body is provided with a duty room, and the top of the vertical shaft is arranged in the duty room.
Further, the second reinforcing layer and the first reinforcing layer are a mud mixing soil layer and a mortar building stone layer respectively.
Further, one side that the dam body is close to the water storage area is equipped with the workstation, is equipped with on the outer wall of workstation and is equipped with the montant, and from the top down is equipped with first level sensor, second level sensor, third level sensor in proper order on the montant, be equipped with the controller in the shift room, first level sensor, second level sensor, third level sensor are connected with the input of controller respectively, the output and the driving piece electric connection of controller.
Further, the driving part is an air cylinder, a hydraulic cylinder or an electric push rod.
Furthermore, the top of the driving piece is also provided with an alarm device, and the alarm device is electrically connected with the output end of the controller.
Further, the alarm device is a buzzer or an alarm lamp.
Furthermore, a plurality of reinforcing beams are distributed in the flood discharge channel.
The invention has the beneficial effects that:
(1) according to the invention, the side of the dam body close to the water storage area is provided with the masonry block layer, the brick layer and the muddy soil layer, and the side of the dam body far away from the water storage area is provided with the second strengthening layer and the first strengthening layer, so that the dam body is firmer and the slope surface of the dam body is not easy to collapse.
(2) According to the dam body, the floodgate is arranged at the flood discharge channel of the dam body and comprises the pull rod, the unit plates and the mounting frame, when the floodgate is opened, the pull rod is lifted to drive the unit plates at the top to ascend, the adjacent unit plates are connected through the connecting column, when the upper unit plate ascends to a certain distance, namely the bottom surface of the connecting column is contacted with the stop block, the unit plates below are driven to ascend, through the structure, the floodgate is not too violent to be opened, the instantaneous water discharge amount is not too large, meanwhile, when the floodgate is closed, gaps among the unit plates are also shortened one by one, water flow is slowly cut off, the safety of the dam is further improved, and the dam is convenient to use.
(3) According to the invention, a workbench is arranged on one side of the dam body close to a water storage area, a vertical rod is arranged on the workbench, a first water level sensor, a second water level sensor and a third water level sensor are sequentially arranged on the vertical rod, when the water level reaches the third water level sensor, a controller controls a water gate to be in a half-open state, when the water level reaches the second water level sensor, the controller controls the water gate to be in a fully-open state, and when the water level reaches the position of the first water level sensor, the controller simultaneously controls an alarm device to work to remind workers.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the invention without limiting the invention. In the drawings:
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the sluice structure of the present invention;
FIG. 3 is an enlarged view of FIG. 2 at B of the present invention;
FIG. 4 is an enlarged view of FIG. 1 taken at A.
In the figure: the dam body 1, the first strengthening layer 2, the second strengthening layer 3, the flood discharge channel 4, the dam body base 5, the reinforcing beam 6, the sluice 7, the pull rod 71, the unit plate 72, the mounting bracket 73, the foundation 8, the guide groove 9, the movable plate 10, the driving piece 11, the alarm device 12, the duty room 13, the vertical shaft 14, the muddy soil layer 15, the brick course 16, the mortar stone course 17, the water storage area 18, the workbench 19, the vertical rod 20, the first water level sensor 21, the second water level sensor 22, the third water level sensor 23, the stopper 24, the limiting plate 25, the groove 26 and the connecting column 27.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1:
referring to fig. 1-4, hydraulic engineering flood discharge prevention of seepage dykes and dams, including the dam body 1, dam body base 5 sets up on foundation 8, and the dam body 1 is established on dam body base 5, one side of dam body 1 is impoundment area 18, one side that dam body 1 is close to impoundment area 18 is equipped with masonry stone layer 17, bricklaying 16, muddy soil layer 15 from inside to outside in proper order, one side that dam body 1 keeps away from impoundment area 18 is equipped with second back up coat 3, first back up coat 2 from inside to outside in proper order.
Be equipped with flood discharge passageway 4 between the top of dam body base 5 and the dam body 1, and the symmetry is equipped with guide way 9 in dam body 1 and the dam body base 5, installs water gate 7 that is used for truncating flood discharge passageway 4 between two guide ways 9, water gate 7 includes pull rod 71, cell board 72, mounting bracket 73, the both ends of mounting bracket 73 are established respectively in two guide ways 9, and mounting bracket 73 is rectangular frame, and it is equipped with a plurality of cell boards 72 to slide between two vertical poles of mounting bracket 73, a rectangular plate can be spliced into to cell board 72.
The bottom surface both ends of unit board 72 all are sunken recess 26, and the notch department of recess 26 is equipped with dog 24, and the notch internalization is equipped with limiting plate 25, and limiting plate 25's bottom surface is connected with spliced pole 27, and dog 24 is passed and with the unit board 72 top surface rigid coupling of below to spliced pole 27's bottom, and the degree of depth of recess 26 is greater than the high sum of spliced pole 27 and limiting plate 25, the top unit board 72 top surface is connected with two pull rods 71 perpendicularly.
The dam is characterized in that a vertical shaft 14 is arranged in the dam body 1, a driving part 11 is arranged in the vertical shaft 14, the output end of the driving part 11 is connected with a movable plate 10, the top end of a guide groove 9 in the dam body 1 is communicated with the vertical shaft 14, the top ends of two pull rods 71 penetrate through the guide groove 9 and are located in the vertical shaft 14, and the top ends of the two pull rods 71 are fixedly connected to the bottom surface of the movable plate 10.
The top of the dam body 1 is provided with a duty room 13, and the top of the vertical shaft 14 is arranged in the duty room 13.
Further, the second reinforcing layer 3 and the first reinforcing layer 2 are a muddy soil layer and a masonry stone layer respectively.
Further, the driving part is a cylinder, a hydraulic cylinder or an electric push rod
Furthermore, a plurality of reinforcing beams 6 are distributed in the flood discharge channel 4.
Example 2:
one side that dam body 1 is close to water storage area 18 is equipped with workstation 19, is equipped with on the outer wall of workstation 19 and is equipped with montant 20, and is equipped with first level sensor 21, second level sensor 22, third level sensor 23 from the top down on montant 20 in proper order, be equipped with the controller in the room of on duty 13, first level sensor 21, second level sensor 22, third level sensor 23 are connected with the input of controller respectively, the output and the 11 electric connection of driving piece of controller, the top of driving piece 11 still is equipped with alarm device 12, alarm device 12 and the output electric connection of controller, and alarm device 12 is bee calling organ or alarm lamp, other structures with embodiment 1.
When in use, one side of the dam body, which is close to the water storage area, is provided with a mortar stone block layer, a brick layer and a muddy soil layer, one side of the dam body, which is far away from the water storage area, is provided with a second strengthening layer and a first strengthening layer, so that the dam body is firmer, the slope surface of the dam body is not easy to collapse, when the dam is opened, the pull rod is lifted to drive the unit plates at the top to ascend, because the adjacent unit plates are connected through the connecting column, when the unit plates above rise to a certain distance, namely the bottom surface of the connecting column is contacted with the stop block, the unit plates below are driven to ascend, through the structure, the water gate is opened without over-rush, the instantaneous water discharge amount is not too large, and when the water gate is closed, the gaps between the unit plates are also shortened one by one, the water flow is slowly cut off, so that the safety of the dam is further improved, the dam is convenient to use, and simultaneously, when the water, when the water level height reaches the second water level sensor, the controller controls the water gate to be in a fully open state, and when the water level reaches the position of the first water level sensor, the controller simultaneously controls the alarm device to work to remind workers.
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 (7)
1. Hydraulic engineering flood discharge prevention of seepage dykes and dams, including dam body (1), dam body base (5) set up on ground (8), and dam body (1) is established on dam body base (5), one side of dam body (1) is impoundment area (18), its characterized in that: one side of the dam body (1) close to the water storage area (18) is sequentially provided with a mortar stone block layer (17), a brick layer (16) and a muddy soil layer (15) from inside to outside, and one side of the dam body (1) far away from the water storage area (18) is sequentially provided with a second reinforcing layer (3) and a first reinforcing layer (2) from inside to outside;
a flood discharge channel (4) is arranged between the top of the dam body base (5) and the dam body (1), guide grooves (9) are symmetrically arranged in the dam body (1) and the dam body base (5), a water gate (7) used for cutting off the flood discharge channel (4) is installed between the two guide grooves (9), the water gate (7) comprises a pull rod (71), unit plates (72) and a mounting rack (73), two ends of the mounting rack (73) are respectively arranged in the two guide grooves (9), the mounting rack (73) is a rectangular frame, a plurality of unit plates (72) are slidably arranged between two longitudinal rods of the mounting rack (73), and the unit plates (72) can be spliced into a rectangular plate;
the two ends of the bottom surface of each unit plate (72) are recessed with grooves (26), a stop block (24) is arranged at the notch of each groove (26), a limiting plate (25) is movably arranged in each notch, the bottom surface of each limiting plate (25) is connected with a connecting column (27), the bottom end of each connecting column (27) penetrates through each stop block (24) and is fixedly connected with the top surface of the unit plate (72) below, the depth of each groove (26) is larger than the sum of the heights of the connecting columns (27) and the limiting plates (25), and the top surface of the uppermost unit plate (72) is vertically connected with two pull rods (71);
a vertical shaft (14) is arranged in the dam body (1), a driving part (11) is arranged in the vertical shaft (14), the output end of the driving part (11) is connected with a movable plate (10), the top end of a guide groove (9) in the dam body (1) is communicated with the vertical shaft (14), the top ends of two pull rods (71) penetrate through the guide groove (9) and are positioned in the vertical shaft (14), and the top ends of the two pull rods (71) are fixedly connected to the bottom surface of the movable plate (10);
the top of the dam body (1) is provided with a duty room (13), and the top of the vertical shaft (14) is arranged in the duty room (13).
2. The hydraulic engineering flood discharge seepage-proofing dam of claim 1, wherein: the second reinforcing layer (3) and the first reinforcing layer (2) are a muddy soil layer and a mortar stone layer respectively.
3. The hydraulic engineering flood discharge seepage-proofing dam of claim 1, wherein: one side that dam body (1) is close to water storage area (18) is equipped with workstation (19), is equipped with on the outer wall of workstation (19) and is equipped with montant (20), and is equipped with first level sensor (21), second level sensor (22), third level sensor (23) from the top down in proper order on montant (20), be equipped with the controller in room on duty (13), first level sensor (21), second level sensor (22), third level sensor (23) are connected with the input of controller respectively, the output and driving piece (11) electric connection of controller.
4. The hydraulic engineering flood discharge seepage-proofing dam of claim 1, wherein: the driving part is an air cylinder, a hydraulic cylinder or an electric push rod.
5. The hydraulic engineering flood discharge seepage-proofing dam of claim 3, wherein: the top of driving piece (11) still is equipped with alarm device (12), alarm device (12) and the output electric connection of controller.
6. The hydraulic engineering flood discharge seepage-proofing dam of claim 5, wherein: the alarm device (12) is a buzzer or an alarm lamp.
7. The hydraulic engineering flood discharge seepage-proofing dam of claim 1, wherein: and a plurality of reinforcing beams (6) are distributed in the flood discharge channel (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010246367.7A CN111236167B (en) | 2020-03-31 | 2020-03-31 | Water conservancy project flood discharge prevention of seepage dykes and dams |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010246367.7A CN111236167B (en) | 2020-03-31 | 2020-03-31 | Water conservancy project flood discharge prevention of seepage dykes and dams |
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| CN111236167A true CN111236167A (en) | 2020-06-05 |
| CN111236167B CN111236167B (en) | 2021-09-10 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114790717A (en) * | 2022-05-30 | 2022-07-26 | 夏美 | Dykes and dams buffering wave preventing device for water conservancy construction |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631396A (en) * | 2015-03-03 | 2015-05-20 | 山东农业大学 | Superposed water taking gate |
| CN207092033U (en) * | 2017-08-25 | 2018-03-13 | 中国电建集团中南勘测设计研究院有限公司 | A kind of flood discharging tunnel |
| CN110725285A (en) * | 2019-11-18 | 2020-01-24 | 内蒙古自治区水利水电勘测设计院 | Stoplog gate with automatic water filling device |
-
2020
- 2020-03-31 CN CN202010246367.7A patent/CN111236167B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631396A (en) * | 2015-03-03 | 2015-05-20 | 山东农业大学 | Superposed water taking gate |
| CN207092033U (en) * | 2017-08-25 | 2018-03-13 | 中国电建集团中南勘测设计研究院有限公司 | A kind of flood discharging tunnel |
| CN110725285A (en) * | 2019-11-18 | 2020-01-24 | 内蒙古自治区水利水电勘测设计院 | Stoplog gate with automatic water filling device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114790717A (en) * | 2022-05-30 | 2022-07-26 | 夏美 | Dykes and dams buffering wave preventing device for water conservancy construction |
| CN114790717B (en) * | 2022-05-30 | 2024-04-30 | 新疆泉顺建设工程有限公司 | Dykes and dams buffering wave-proof device for water conservancy construction |
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| CN111236167B (en) | 2021-09-10 |
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