CN116219951A - Beach is bred and is reclamation dykes and dams structure - Google Patents
Beach is bred and is reclamation dykes and dams structure Download PDFInfo
- Publication number
- CN116219951A CN116219951A CN202310314501.6A CN202310314501A CN116219951A CN 116219951 A CN116219951 A CN 116219951A CN 202310314501 A CN202310314501 A CN 202310314501A CN 116219951 A CN116219951 A CN 116219951A
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- Prior art keywords
- reclamation
- slope
- beach
- dam body
- rod
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Links
- 230000007246 mechanism Effects 0.000 claims abstract description 41
- 239000002689 soil Substances 0.000 claims description 26
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000005507 spraying Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 239000010410 layer Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Revetment (AREA)
- Cultivation Of Plants (AREA)
- Retaining Walls (AREA)
Abstract
The invention relates to the technical field of hydraulic engineering, and particularly discloses a beach cultivation reclamation dam structure, which comprises a dam body, wherein an outer slope is arranged on one side, close to the sea surface, of the dam body, an inner slope is arranged on the other side of the dam body, a fixing mechanism is arranged below the outer slope, an anti-building mechanism is rotatably arranged on the outer side of the fixing mechanism, a plurality of groups of planting areas are respectively arranged on the outer side of the outer slope and the inner slope and close to the upper side, a water channel is fixedly connected between every two adjacent planting areas, retaining mechanisms are respectively arranged in the planting areas, pre-buried mechanisms are respectively arranged on two sides of the interior of the dam body, and a spraying mechanism is arranged in the middle of the top of a rack.
Description
Technical Field
The invention relates to the technical field of hydraulic engineering, and particularly provides a beach cultivation reclamation dam structure.
Background
The beach is the general term of beach, river beach and lake beach, and refers to the tidal zone between the high tide level and the low tide level of coastal large tide, the beach area between the constant water level of river and lake and the flood level, the beach area below the flood level of time-ordered lake and river, the beach area between the normal water storage level of reservoir and pit and the maximum flood level. Is known as the "intertidal zone" in topography. Due to the tidal action, the beach is sometimes submerged, sometimes exposed to the water, the upper part of the beach is often exposed to the water, the lower part of the beach is often submerged, and the modern dam mainly has two main types: earth and rock dams and concrete dams. In recent years, large-scale dykes and dams are built by high-tech reinforced cement; at present, a person can build a dyke on the coastal beach for better aquaculture.
The existing dykes and dams are not stable enough, because the soil on the surface layer of the beach is softer, the construction is more laborious, next, the sea side can be flushed on the dykes and dams because of the season and climate problem, so that certain slope protection plants planted on the dykes and dams are separated from the soil, the practicability of the dykes and dams is reduced, and in order to avoid the surface structures of the dykes and dams from being washed by seawater, therefore, the beach cultivation reclamation dykes and dams structure is provided.
Disclosure of Invention
The invention aims to solve the defects in the background technology and provides a beach cultivation reclamation dam structure.
In order to achieve the above purpose, the invention provides a beach cultivation reclamation dam structure, which comprises a dam body, wherein one side of the dam body, which is close to the sea surface, is provided with an outer slope, the other side of the dam body is provided with an inner slope, the lower part of the outer slope is provided with a fixing mechanism, the outer side of the fixing mechanism is rotationally provided with an anti-building mechanism, the outer sides of the outer slope and the inner slope are respectively provided with a plurality of groups of planting areas, a water diversion channel is fixedly connected between every two adjacent planting areas, a plurality of groups of planting areas are respectively internally provided with a soil retaining mechanism, and both sides of the inner part of the dam body are respectively provided with a pre-buried mechanism.
Preferably, the fixing mechanism comprises a fixing frame arranged below one side of the outer slope, and the anti-building mechanism is rotatably arranged on the inner side of the fixing frame.
Preferably, the anti-building mechanism comprises an anti-impact plate rotatably arranged on the inner side of the fixing frame, one end of the anti-impact plate extends out to form an arc-shaped anti-impact plate, and a sliding component is arranged on one side, close to the outer slope, of the anti-impact plate.
Preferably, the sliding assembly comprises rectangular grooves respectively formed in two ends of one side, close to the outer slope, of the impact plate, connecting seats are slidably connected to the inner sides of the rectangular grooves, supporting rods are fixedly connected between the connecting seats, and control mechanisms are arranged on the outer sides of two ends of the supporting rods.
Preferably, the control mechanism comprises hydraulic cylinders which are sleeved outside one end of the supporting rod, one end, far away from the supporting rod, of each hydraulic cylinder is rotationally connected with a fixing seat, and the bottoms of the fixing seats are fixedly arranged outside the outer slope.
Preferably, the soil retaining mechanism comprises frames which are arranged in the planting area and are close to the upper and lower positions, the appearance of each frame is V-shaped, grooves are formed in the frames, a plurality of connecting columns are fixedly arranged in the grooves, and the outer sides of the connecting columns are fixedly sleeved with soil retaining plates.
Preferably, the pre-buried mechanism is including all fixed mud mound that sets up in the inside one side of dam body, equal fixedly connected with link in mud mound both sides, two the spout has all been seted up to the link inboard.
Preferably, the inside all sliding connection of spout has multiunit slider, multiunit the slider inboard all runs through the cartridge and has connects, connect bottom fixedly connected with connecting rod, connecting rod bottom fixedly connected with ejector pin, ejector pin bottom fixedly connected with taper rod, connecting rod and ejector pin are integrated into one piece structure, taper rod and the fixed cover in ejector pin outside are equipped with helical blade, be threaded connection between joint and the slider.
Compared with the prior art, the invention has the following beneficial effects:
1. through set up multiunit planting district at the surface on outer slope, can plant the plant to block the destruction of rivers to the dam body, and plant the frame that the district is inside all to be provided with the V-arrangement, the multiunit V-arrangement retaining plate towards the top position is all installed to its frame inside, even when raining, also can shelter from the earth of planting the district, thereby avoid the earth of eminence to follow the washing of water, separate with the plant, lead to some problems to appear.
2. Through setting up two mud piers in the dam body to this promotes the stability of dam body, and the cooperation of link and slider that just mud mound both sides pass through the setting can be to soil and soil layer nimble residence, makes components such as toper pole, connecting rod, ejector pin can select suitable soil layer to pre-buried, causes can ensure the stability of dam body when later stage fills thick liquid.
3. Through setting up impingement baffle and recoil board at outer slope and near the limit of facing the sea, adjustable impingement baffle's angle under the flexible of pneumatic cylinder to promote result of use.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
FIG. 2 is a cross-sectional view of the internal structure of the dam of the present invention;
FIG. 3 is a schematic view showing the internal structure of the soil retaining mechanism according to the present invention;
FIG. 4 is a schematic view of the construction of the anti-construction mechanism of the present invention;
fig. 5 is an enlarged view of fig. 2 a in accordance with the present invention.
In the figure: 1. a dam body; 2. a fixing frame; 3. a wash-resistant plate; 4. a kick plate; 5. an outer ramp; 6. a water channel; 7. mud piers; 8. a connecting frame; 9. a slide block; 10. a joint; 11. a chute; 12. a connecting rod; 13. a frame; 14. a groove; 15. a connecting column; 16. a soil retaining plate; 17. rectangular grooves; 18. a fixing seat; 19. a hydraulic cylinder; 20. a support rod; 21. a connecting seat; 22. a tapered rod; 23. a helical blade; 24. a push rod; 25. an inner slope.
Description of the embodiments
In order that the above-recited objects, features and advantages of the present invention will be more clearly understood, a more particular description of the invention will be rendered by reference to the appended drawings and appended detailed description.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those described herein, and therefore the present invention is not limited to the specific embodiments disclosed below.
1-5, a beach cultivation reclamation dyke-dam structure as shown in fig. 1-5, including dam body 1, one side that dam body 1 is close to the temporary sea is provided with outer slope 5, and dam body 1 opposite side is provided with interior slope 25, and the below of outer slope 5 is provided with fixed establishment, and the outside rotation of fixed establishment is provided with prevents building mechanism, and outer slope 5 and interior slope 25 outside just are close to the top and all are provided with multiunit planting district, all fixedly connected with water channel 6 between two adjacent planting districts, and multiunit planting district is inside all to be provided with retaining mechanism, and dam body 1 inside both sides all are provided with pre-buried mechanism.
By arranging the water channel 6 between two adjacent planting areas, rainwater can be rapidly drained in rainy days.
The fixing mechanism comprises a fixing frame 2 arranged below one side of the outer slope 5, and the anti-building mechanism is rotatably arranged on the inner side of the fixing frame 2.
The inside of the fixed frame 2 is provided with a rotating shaft, so that the anti-building mechanism can rotate inside the fixed frame 2.
The anti-building mechanism comprises an anti-impact plate 3 rotatably arranged on the inner side of the fixed frame 2, a recoil plate 4 in arc arrangement extends out of one end of the anti-impact plate 3, and a sliding component is arranged on one side, close to the outer slope 5, of the anti-impact plate 3;
the sliding component comprises rectangular grooves 17 which are respectively formed in two ends of one side, close to the outer slope 5, of the impact plate 3, connecting seats 21 are slidably connected to the inner sides of the two rectangular grooves 17, supporting rods 20 are fixedly connected between the two connecting seats 21, and control mechanisms are arranged on the outer sides of two ends of the supporting rods 20;
the control mechanism comprises hydraulic cylinders 19 which are sleeved on the outer sides of one ends of the supporting rods 20, one ends of the hydraulic cylinders 19, which are far away from the supporting rods 20, are rotatably connected with fixing seats 18, and the bottoms of the fixing seats 18 are fixedly arranged on the outer sides of the outer slopes 5;
the supporting rod 20 at one end can be driven to move through the hydraulic cylinder 19, so that the supporting rod 20 can drive the connecting seats 21 at two ends to slide in the corresponding rectangular groove 17, and the angle of the wash-resistant plate 3 and the recoil plate 4 can be adjusted at the moment, thereby meeting the use of the tide size.
The soil retaining mechanism comprises a frame 13 which is arranged inside a planting area and is close to the upper position and the lower position, the shape of the frame 13 is V-shaped, a groove 14 is formed in the frame 13, a plurality of connecting columns 15 are fixedly arranged in the groove 14, and a soil retaining plate 16 is fixedly sleeved on the outer sides of the connecting columns 15.
The frame 13 is arranged to conveniently load a plurality of connecting posts 15 and retaining plates 16 with corresponding shapes, so as to protect and shelter soil above a planting area.
The pre-buried mechanism is including all fixing the mud mound 7 that sets up in the inside one side of dam body 1, and equal fixedly connected with link 8 in mud mound 7 both sides, spout 11 has all been seted up to two link 8 inboards.
The connecting frame 8 can promote the use of part of the structure through the sliding groove 11 arranged inside.
The inner sides of the sliding grooves 11 are all connected with a plurality of groups of sliding blocks 9 in a sliding manner, the inner sides of the plurality of groups of sliding blocks 9 are all penetrated and inserted with a joint 10, the bottom end of the joint 10 is fixedly connected with a connecting rod 12, the bottom end of the connecting rod 12 is fixedly connected with a push rod 24, the bottom end of the push rod 24 is fixedly connected with a conical rod 22, the connecting rod 12 and the push rod 24 are of an integrated structure, spiral blades 23 are fixedly sleeved on the outer sides of the conical rod 22 and the push rod 24, and the joint 10 is in threaded connection with the sliding blocks 9.
The sliding slide block 9 can drive the components such as the joint 10, the connecting rod 12, the ejector rod 24, the conical rod 22 and the like to move, so that the area where soil is not well settled and pre-buried is avoided, the flexibility is enhanced, the spiral blades 23 are arranged to be similar to the shapes of the ejector rod 24 and the conical rod 22, soil is convenient to drill, and the joint 10 can be connected with external equipment by adopting the threaded joint 10 or the fixed bayonet joint 10.
Working principle: when in use, after the mud piers 7 are fixed in the dam body 1, the sliding blocks 9 are flexibly adjusted at proper positions according to detection of soil layers, so that the sliding blocks 9 can drive the components such as the joint 10, the connecting rod 12, the ejector rod 24, the conical rod 22 and the like to move, then the joint 10 is connected with external rotary earth drilling equipment, the conical rod 22 is driven into deep soil to be reinforced, the integral stability of the dam body 1 can be improved, meanwhile, when the dam body 1 is embedded and settled, the hard soil layers or relatively soft soil layers are avoided, after the dam body 1 is arranged, the inner soil in the planting areas of the outer slope 5 and the inner slope 25 can be shielded through the V-shaped frame 13, thereby reduce the destruction of rainwater to the planting district soil of eminence position, multiunit V-arrangement setting's retaining plate 16 can shelter from soil, avoid soil separation, all carry out quick drainage with the rainwater simultaneously between two adjacent planting districts through the assembly of water channel 6, also played the effect of auxiliary protection to a certain extent, reduce the destruction of rainwater to soil, be close to the face seaside of outer slope 5 in addition, under the drive of pneumatic cylinder 19, can drive the bracing piece 20 of one end and the connecting seat 21 of corresponding department and remove, thereby adjust the unrestrained tide and come temporarily, the angle of use of wash-proof plate 3, wash-proof plate 3 and recoil plate 4 reducible unrestrained impact to dam body 1.
The foregoing has shown and described the basic principles, principal features and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present invention, and various changes and modifications may be made therein without departing from the spirit and scope of the invention, which is defined by the appended claims. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. The utility model provides a reclamation dyke structure is bred to beach, includes dam body (1), its characterized in that: the dam body (1) is close to one side of being close to the sea and is provided with outer slope (5), dam body (1) opposite side is provided with interior slope (25), the below of outer slope (5) is provided with fixed establishment, the outside rotation of fixed establishment is provided with prevents building the mechanism, outer slope (5) and interior slope (25) outside and be close to the top and all be provided with multiunit planting district, adjacent two equal fixedly connected with water channel (6) between the planting district, multiunit planting district inside all is provided with retaining mechanism, dam body (1) inside both sides all are provided with pre-buried mechanism.
2. The beach cultivation reclamation dike structure as recited in claim 1, wherein: the fixing mechanism comprises a fixing frame (2) arranged below one side of the outer slope (5), and the anti-building mechanism is rotatably arranged on the inner side of the fixing frame (2).
3. The beach cultivation reclamation dike structure as recited in claim 2, wherein: the anti-building mechanism comprises an anti-impact plate (3) rotatably arranged on the inner side of a fixing frame (2), one end of the anti-impact plate (3) extends to form an arc-shaped anti-impact plate (4), and a sliding component is arranged on one side, close to an outer slope (5), of the anti-impact plate (3).
4. A beach cultivation reclamation dike structure as recited in claim 3, wherein: the sliding assembly comprises rectangular grooves (17) which are respectively formed in two ends of one side of the impact plate (3) close to the outer slope (5), connecting seats (21) are slidably connected to the inner sides of the rectangular grooves (17), supporting rods (20) are fixedly connected between the connecting seats (21), and control mechanisms are arranged on the outer sides of two ends of the supporting rods (20).
5. The beach cultivation reclamation dike structure as recited in claim 4, wherein: the control mechanism comprises hydraulic cylinders (19) which are sleeved on the outer side of one end of the supporting rod (20), one ends, far away from the supporting rod (20), of the hydraulic cylinders (19) are rotationally connected with fixing seats (18), and the bottoms of the fixing seats (18) are fixedly arranged on the outer side of the outer slope (5).
6. The beach cultivation reclamation dike structure as recited in claim 1, wherein: the soil retaining mechanism comprises a frame (13) which is arranged inside a planting area and is close to an upper position and a lower position, the appearance of the frame (13) is V-shaped, a groove (14) is formed in the frame (13), a plurality of connecting columns (15) are fixedly arranged in the groove (14), and a plurality of soil retaining plates (16) are fixedly sleeved on the outer sides of the connecting columns (15).
7. The beach cultivation reclamation dike structure as recited in claim 1, wherein: the embedded mechanism comprises mud piers (7) which are fixedly arranged on one side of the inside of the dam body (1), connecting frames (8) are fixedly connected to two sides of each mud pier (7), and sliding grooves (11) are formed in the inner sides of the connecting frames (8).
8. The beach cultivation reclamation dike structure as recited in claim 7, wherein: the sliding chute is characterized in that a plurality of groups of sliding blocks (9) are slidably connected to the inner sides of the sliding grooves (11), a plurality of groups of sliding blocks (9) are fixedly sleeved with a connector (10) in a penetrating mode, a connecting rod (12) is fixedly connected to the bottom end of the connector (10), a push rod (24) is fixedly connected to the bottom end of the connecting rod (12), a conical rod (22) is fixedly connected to the bottom end of the push rod (24), the conical rod (22), the connecting rod (12) and the push rod (24) are integrally formed, spiral blades (23) are fixedly sleeved on the outer sides of the conical rod (22) and the push rod (24), and threaded connection is achieved between the connector (10) and the sliding blocks (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202310314501.6A CN116219951B (en) | 2023-03-28 | 2023-03-28 | Beach is bred and is reclamation dykes and dams structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202310314501.6A CN116219951B (en) | 2023-03-28 | 2023-03-28 | Beach is bred and is reclamation dykes and dams structure |
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Publication Number | Publication Date |
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CN116219951A true CN116219951A (en) | 2023-06-06 |
CN116219951B CN116219951B (en) | 2024-02-23 |
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CN202310314501.6A Active CN116219951B (en) | 2023-03-28 | 2023-03-28 | Beach is bred and is reclamation dykes and dams structure |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR200267606Y1 (en) * | 2001-11-30 | 2002-03-09 | 윤성호 | Revetment block for a slope of river dike |
CN208328947U (en) * | 2018-03-30 | 2019-01-04 | 泰安市通达投资有限公司 | A kind of fish scale-shaped sash for side slope protection |
CN109371988A (en) * | 2018-10-18 | 2019-02-22 | 北京市园林绿化集团有限公司 | A kind of side slope protection greening structure |
KR101982284B1 (en) * | 2018-11-22 | 2019-05-24 | 주식회사 한가람산업 | Operating wall for break water protection and shock wave attenuation |
CN112030868A (en) * | 2020-08-20 | 2020-12-04 | 童品跃 | Flood prevention plate suitable for concave-convex road surface |
CN112695705A (en) * | 2020-12-18 | 2021-04-23 | 陈国芳 | Hydraulic engineering is with flap gate that shocks resistance |
CN214832398U (en) * | 2021-07-21 | 2021-11-23 | 广东佛山地质工程勘察院 | Flood control slope protection structure |
-
2023
- 2023-03-28 CN CN202310314501.6A patent/CN116219951B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR200267606Y1 (en) * | 2001-11-30 | 2002-03-09 | 윤성호 | Revetment block for a slope of river dike |
CN208328947U (en) * | 2018-03-30 | 2019-01-04 | 泰安市通达投资有限公司 | A kind of fish scale-shaped sash for side slope protection |
CN109371988A (en) * | 2018-10-18 | 2019-02-22 | 北京市园林绿化集团有限公司 | A kind of side slope protection greening structure |
KR101982284B1 (en) * | 2018-11-22 | 2019-05-24 | 주식회사 한가람산업 | Operating wall for break water protection and shock wave attenuation |
CN112030868A (en) * | 2020-08-20 | 2020-12-04 | 童品跃 | Flood prevention plate suitable for concave-convex road surface |
CN112695705A (en) * | 2020-12-18 | 2021-04-23 | 陈国芳 | Hydraulic engineering is with flap gate that shocks resistance |
CN214832398U (en) * | 2021-07-21 | 2021-11-23 | 广东佛山地质工程勘察院 | Flood control slope protection structure |
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CN116219951B (en) | 2024-02-23 |
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