CN115233615A - Sea pond wave wall structure and construction method thereof - Google Patents
Sea pond wave wall structure and construction method thereof Download PDFInfo
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- CN115233615A CN115233615A CN202211074312.8A CN202211074312A CN115233615A CN 115233615 A CN115233615 A CN 115233615A CN 202211074312 A CN202211074312 A CN 202211074312A CN 115233615 A CN115233615 A CN 115233615A
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- 238000010276 construction Methods 0.000 title claims description 9
- 238000009434 installation Methods 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 48
- 238000007789 sealing Methods 0.000 claims description 44
- 239000011083 cement mortar Substances 0.000 claims description 15
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 9
- 239000011248 coating agent Substances 0.000 claims description 9
- 238000000576 coating method Methods 0.000 claims description 9
- 229910021389 graphene Inorganic materials 0.000 claims description 9
- 230000006978 adaptation Effects 0.000 claims description 2
- 230000005611 electricity Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 238000003780 insertion Methods 0.000 description 15
- 230000037431 insertion Effects 0.000 description 15
- 239000011178 precast concrete Substances 0.000 description 12
- 238000010586 diagram Methods 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 5
- 230000000903 blocking effect Effects 0.000 description 3
- 238000009991 scouring Methods 0.000 description 3
- 238000005201 scrubbing Methods 0.000 description 3
- 239000012466 permeate Substances 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
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- 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
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- 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
- E02B3/102—Permanently installed raisable dykes
- E02B3/104—Permanently installed raisable dykes with self-activating means
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- 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
- E02B3/16—Sealings or joints
-
- 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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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/06—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
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- Environmental & Geological Engineering (AREA)
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- Ocean & Marine Engineering (AREA)
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Abstract
The application relates to a sea pond wave wall structure, which comprises a plurality of stand columns fixed on the top wall of a dam, a lower cross beam fixedly arranged between two adjacent stand columns and a prefabricated wall body arranged between the two adjacent stand columns, wherein the bottom wall of the lower cross beam is abutted against the top wall of the dam; the prefabricated wall comprises a prefabricated wall body and is characterized in that accommodating grooves are formed in two sides of the upright column, second inserting blocks are arranged in the accommodating grooves in a sliding mode along the direction close to or far away from the upright column, limiting parts used for preventing the two second inserting blocks from sliding are arranged on the upright column respectively, and second inserting grooves used for allowing the second inserting blocks to be inserted are formed in two sides of the prefabricated wall body. This application has the difficult effect that takes place not hard up of installation of prefabricated wall body after wave wall uses for a long time.
Description
Technical Field
The application relates to the technical field of wave walls, in particular to a sea pond wave wall structure and a construction method thereof.
Background
The dam is a building for water prevention and water blocking, is usually built in rivers, coast sides and other places, and is usually provided with a wave wall on the dam in the area with larger wave to prevent the waves from crossing the top of the dam as much as possible.
At present, wave wall generally comprises prefabricated reinforced concrete stand and precast concrete wallboard, when the construction, fix the prefabricated reinforced concrete stand on the roof of dykes and dams earlier, place precast concrete wallboard between two adjacent stands, at the junction between precast concrete wallboard and dykes and dams and the junction between precast concrete wallboard and the precast reinforced concrete stand pour into cement mortar, thereby fix precast concrete wallboard, and seal the gap between precast concrete wallboard and the dykes and dams and the gap between precast concrete wallboard and the precast reinforced concrete stand.
However, after the wave wall is used for a long time, cement mortar at the joint of the precast concrete wall panel and the precast reinforced concrete column and at the joint of the precast concrete wall panel and the dam is eroded by water waves, so that cracks are easily generated, the installation of the precast concrete wall panel is loosened, and when large waves and tides occur, the precast concrete wall panel is easily washed down, thereby causing water disasters.
Disclosure of Invention
In order to solve the problem that the installation of a precast concrete wallboard is easy to loosen after the wave wall is used for a long time, the application provides a sea pond wave wall structure and a construction method thereof.
In a first aspect, the application provides a sea pond wave wall structure, adopts following technical scheme:
a sea pond wave wall structure comprises a plurality of stand columns fixed on the top wall of a dam, a lower cross beam fixedly arranged between two adjacent stand columns and a prefabricated wall body arranged between the two adjacent stand columns, wherein the bottom wall of the lower cross beam is abutted against the top wall of the dam, a first inserting block is fixedly arranged on the prefabricated wall body, and a first inserting groove for the first inserting block to be inserted is formed in the side wall of the lower cross beam; the prefabricated wall comprises a prefabricated wall body and is characterized in that accommodating grooves are formed in two sides of the upright column, second inserting blocks are arranged in the accommodating grooves in a sliding mode along the direction close to or far away from the upright column, limiting parts used for preventing the two second inserting blocks from sliding are arranged on the upright column respectively, and second inserting grooves used for allowing the second inserting blocks to be inserted are formed in two sides of the prefabricated wall body.
By adopting the technical scheme, when the wave wall is constructed, the plurality of stand columns are respectively fixed on the top wall of the dam, the lower cross beam is fixed between two adjacent stand columns, the prefabricated wall body is placed between the two adjacent stand columns, the first inserting block on the lower cross beam is inserted into the first inserting groove of the wave wall, the second inserting block on the stand columns is slid to enable the second inserting block to be inserted into the second inserting groove on the prefabricated wall body, the second inserting block is limited through the limiting piece, and then cement mortar is poured into the connecting part between the prefabricated wall body and the stand columns and the connecting part between the prefabricated wall body and the dam; the prefabricated wall body is fixed through the first inserting block and the second inserting block, and after the wave wall is used for a long time, the prefabricated wall body is not easy to loosen in installation and is broken down by waves.
Optionally, sealed airbags are arranged in the first insertion groove and the accommodating grooves, the sealed airbags are communicated with an air inlet pipe, a first mounting hole communicated with the first insertion groove is formed in the side wall of the lower cross beam, two second mounting holes are formed in the side wall of the stand column, the two second mounting holes are respectively communicated with the two accommodating grooves, the air inlet pipe is arranged in the first mounting hole or the second mounting hole in a penetrating mode, and an air valve is communicated with the air inlet pipe.
By adopting the technical scheme, after the prefabricated wall body is installed, the sealed air bag is inflated through the air inlet pipe, so that the sealed air bag expands, the sealed air bag in the first inserting groove plugs a gap between the first inserting block and the side wall of the first inserting groove, and the sealed air bag in the accommodating groove plugs a gap between the second inserting block and the side wall of the accommodating groove; after cement mortar at the joint of the prefabricated wall body and the upright column and the joint of the prefabricated wall body and the dam is eroded by water waves and cracks are generated, water is not easy to permeate into the rear part of the wave wall through the gaps on the cement mortar.
Optionally, a first mounting opening communicated with the first inserting groove is formed in the side wall of the lower cross beam, a first sealing cover used for sealing the first mounting opening is arranged on the lower cross beam, and a first fixing piece used for fixing the first sealing cover is arranged on the lower cross beam; the side wall of the upright post is provided with a second mounting opening communicated with the two accommodating grooves, a second sealing cover used for sealing the second mounting opening is arranged on the upright post, and a second fixing piece used for fixing the second sealing cover is arranged on the upright post.
Through adopting above-mentioned technical scheme, because sealed gasbag is ageing easily after long-term the use and the condition such as gas leakage appears, can change the sealed gasbag on the bottom end rail through opening first sealed lid, can change the sealed gasbag on the stand through opening the sealed lid of second to need not pull down prefabricated wall body, increase the practicality.
Optionally, sliding grooves are formed in the two sides of each upright along the length direction of the upright, movable plates are arranged in the sliding grooves of every two adjacent uprights in a sliding mode, a rodless cylinder is fixedly arranged on each upright, the length direction of the rodless cylinder is vertical, and a piston of the rodless cylinder is fixedly connected with the movable plates.
Through adopting above-mentioned technical scheme, when the water level near dykes and dams rises, the height that the water wave splashes also is higher, and at this moment, orders about the fly leaf through no pole cylinder and rises to the improvement is to the effect that blocks of water wave.
Optionally, fixedly connected with beam tube on the stand, the vertical setting of beam tube, just the diapire opening setting of beam tube, the beam tube is used for inserting in the water layer, it is provided with the slider to slide in the beam tube, the beam tube internal fixation is provided with two travel switches, the slider slides and sets up between two travel switches, just rodless cylinder is connected with two travel switches are equal electrically, is located the travel switch of slider below is used for controlling the piston downslide of rodless cylinder, is located the travel switch of slider top is used for controlling the piston of rodless cylinder and goes up.
By adopting the technical scheme, when the water level near the dam rises, the water level in the beam pipe rises, when the water level in the beam pipe rises to a certain height, the water level in the beam pipe is contacted with the floating block and pushes the floating block to rise together, when the water level in the beam pipe reaches a preset height, the floating block is contacted with the travel switch above the floating block, the rodless cylinder is started to drive the movable plate to rise, when the water level falls to the preset height, the floating block is contacted with the travel switch below the floating block and drives the movable plate to fall, the rodless cylinder is not required to be manually started to drive the movable plate to rise and fall, and the use convenience is improved.
Optionally, an upper cross beam is further fixedly arranged between every two adjacent stand columns, the bottom wall of the upper cross beam is abutted to the top wall of the prefabricated wall body, a rotating roller is rotatably arranged on the upper cross beam, the axial direction of the rotating roller is parallel to the length direction of the upper cross beam, and a sealing sleeve is sleeved on the rotating roller and used for sealing a gap between the upper cross beam and the movable plate.
Through adopting above-mentioned technical scheme, the fly leaf supports tight entablature and fly leaf respectively through the seal cover after promoting, carries out the shutoff to the gap between entablature and the fly leaf to prevent to a certain extent that the water wave from getting into the rear of wave wall through the gap between fly leaf and the prefabricated wall body, increase the manger plate effect of wave wall.
Optionally, a mounting groove is formed in the top wall of the upper cross beam along the sliding direction of the movable plate, a mounting block is slidably arranged in the mounting groove, the rotary roller is rotatably arranged on the mounting block, and an elastic piece used for driving the mounting block to slide in the direction close to the upper cross beam is arranged on the upper cross beam.
Through adopting above-mentioned technical scheme, the fly leaf is at the in-process that promotes, butt between seal cover and the fly leaf to form the gliding thrust of a direction of keeping away from the entablature to the seal cover, thereby make the surface of seal cover and entablature break away from, reduce the wearing and tearing of seal cover, after the fly leaf rises to accomplish, the installation piece slides to being close to the entablature direction under the elastic action of elastic component, carries out the shutoff to the gap between entablature and the fly leaf.
Optionally, a water baffle and a connecting rod are fixedly arranged on the two adjacent movable plates, the length directions of the water baffle and the connecting rod are parallel to the length direction of the upright column, the water baffle and the connecting rod are respectively arranged on two sides of the movable plates, a connecting groove is formed in one end, far away from the water baffle, of the connecting rod along the length direction of the connecting rod, and the connecting groove is matched with the water baffle and is used for allowing the water baffle on the adjacent movable plate to be inserted.
By adopting the technical scheme, after the movable plates are lifted, the gap between every two adjacent movable plates is blocked by the water baffles and the connecting rods, so that the capability of the movable plates for resisting wind waves is further improved.
Optionally, the surfaces of the upright column, the prefabricated wall body and the movable plate are coated with graphene outer wall elastic coating.
By adopting the technical scheme, because the mildew resistance and the scrubbing resistance of the graphene outer wall elastic coating are better, the graphene outer wall elastic coating is coated on the surfaces of the stand column, the prefabricated wall body and the movable plate, and the wave scouring resistance of the wave wall is effectively improved.
In a second aspect, the application provides a construction method of a sea pond wave wall structure, which adopts the following technical scheme:
a construction method of a sea pond wave wall structure comprises the following steps:
s1, when the wave wall is constructed, a plurality of stand columns are respectively fixed on the top wall of a dam, and a lower cross beam is fixed between two adjacent stand columns, so that two ends of the lower cross beam are respectively fixed with the stand columns on two sides;
s2, placing the prefabricated wall body between two adjacent stand columns, inserting a first inserting block on the lower cross beam into a first inserting groove of the wave wall, sliding a second inserting block on the stand columns to enable the second inserting block to be inserted into a second inserting groove on the prefabricated wall body, and limiting the second inserting block through a limiting piece;
s3, pouring cement mortar into the joint between the prefabricated wall and the stand column and the joint between the prefabricated wall and the dam
In summary, the present application includes at least one of the following beneficial technical effects:
1. after the prefabricated wall body is installed, the air is filled into the sealing air bag through the air inlet pipe, so that the sealing air bag expands, the sealing air bag in the first inserting groove blocks a gap between the first inserting block and the side wall of the first inserting groove, and the sealing air bag in the accommodating groove blocks a gap between the second inserting block and the side wall of the accommodating groove; after cement mortar at the joint of the prefabricated wall body and the upright column and the joint of the prefabricated wall body and the dam are eroded by water waves and generate cracks, water is not easy to permeate into the rear part of the wave wall through the gaps on the cement mortar;
2. when the water level near the dam rises, the water level in the beam pipe rises along with the dam, when the water level in the beam pipe rises to a certain height, the water level is in contact with the floating block and pushes the floating block to rise together, when the water level in the beam pipe reaches a preset height, the floating block is in contact with the travel switch above the floating block, and the rodless cylinder is started to drive the movable plate to rise, so that the blocking effect on water waves is improved;
3. because the graphene outer wall elastic coating is good in mildew resistance and scrubbing resistance, the graphene outer wall elastic coating is coated on the surfaces of the stand column, the prefabricated wall body and the movable plate, and the wave scouring resistance of the wave wall is effectively improved.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is a schematic partial structural diagram of an embodiment of the present application, which is mainly used for expressing a connection relationship between a prefabricated wall and a lower beam;
FIG. 3 is a partial structural schematic view of an embodiment of the present application, which is mainly used for expressing the overall structure of a lower beam;
FIG. 4 is an enlarged view of portion A of FIG. 3;
FIG. 5 is a partial schematic structural diagram of an embodiment of the present application, which is mainly used for expressing a structural diagram of a column;
FIG. 6 is an enlarged view of portion B of FIG. 5;
FIG. 7 is a schematic view of a part of the structure of the embodiment of the present application, which is mainly used for illustrating the matching relationship between the upper beam and the movable plate;
FIG. 8 is an enlarged view of portion C of FIG. 7;
fig. 9 is a partial structural schematic diagram of an embodiment of the present application, which is mainly used for expressing a structural schematic diagram of a bundle tube.
Description of reference numerals: 1. a column; 11. a containing groove; 12. a second insert block; 121. shifting blocks; 13. a limiting member; 14. a second mounting hole; 141. a second limit groove; 15. a second mounting port; 16. a second sealing cover; 17. a second fixing member; 18. a chute; 19. a rodless cylinder; 191. a travel switch; 2. a lower cross beam; 21. a first insertion groove; 22. sealing the air bag; 221. an air inlet pipe; 222. an air valve; 2221. a limiting block; 23. a first mounting hole; 231. a first limit groove; 24. a first mounting port; 25. a first sealing cover; 26. a first fixing member; 3. an upper cross beam; 31. mounting grooves; 32. mounting blocks; 33. rotating the roller; 331. sealing sleeves; 34. an elastic member; 4. prefabricating a wall body; 41. a first insert block; 42. a second insertion groove; 5. a movable plate; 51. a water baffle; 52. a connecting rod; 521. connecting grooves; 6. a bundle tube; 61. a slider is provided.
Detailed Description
The present application is described in further detail below with reference to figures 1-9.
The embodiment of the application discloses a sea pond wave wall structure. Referring to fig. 1, including fixed stand 1 that sets up at dykes and dams roof, fixed bottom end rail 2 and the entablature 3 that sets up between two adjacent stand 1, and install prefabricated wall 4 between two adjacent stand 1, stand 1 vertical setting and the interval between two adjacent stand 1 equal, entablature 3 and the equal level setting of bottom end rail 2, and entablature 3 is parallel with bottom end rail 2, the diapire of bottom end rail 2 and the roof butt of dykes and dams, it is provided with fly leaf 5 to slide along vertical direction between two adjacent stand 1.
When the upright column 1 and the lower cross beam 2 are installed, the upright column 1 and the lower cross beam 2 are fixed on the top wall of a dam through expansion bolts, and cement mortar is arranged between the upright column 1 and the dam, between the lower cross beam 2 and the dam and between the lower cross beam 2 and the upright column 1; the two ends of the upper cross beam 3 are fixed on the two adjacent upright posts 1 through bolts, and cement mortar is poured at the joint between the upper cross beam 3 and the upright posts 1 after the upper cross beam 3 and the upright posts 1 are fixed.
Referring to fig. 1, graphene exterior wall elastic coating is coated on the surfaces of a stand column 1, a prefabricated wall 4 and a movable plate 5; because the graphene outer wall elastic coating is good in mildew resistance and scrubbing resistance, the graphene outer wall elastic coating is coated on the surfaces of the stand column 1, the prefabricated wall 4 and the movable plate 5, and the wave scouring resistance of the wave wall is effectively improved.
Referring to fig. 1 and 2, a first insertion block 41 is fixedly arranged on a side wall of the prefabricated wall 4, a first insertion groove 21 is formed in the side wall of the lower beam 2 along the length direction of the lower beam 2, and the first insertion block 41 is matched with the first insertion groove 21.
Referring to fig. 3 and 4, a sealing airbag 22 is arranged in the first inserting groove 21, the sealing airbag 22 is communicated with an air inlet pipe 221, a first mounting hole 23 communicated with the first inserting groove 21 is formed in the side wall of the lower beam 2, an air valve 222 is communicated with the air inlet pipe 221, and the air valve 222 is matched with the first mounting hole 23.
Referring to fig. 3 and 4, a first mounting opening 24 communicated with the first inserting groove 21 is formed in a side wall of the lower beam 2, a first mounting hole 23 is communicated with the first mounting opening 24, a limiting block 2221 is fixedly arranged on a side wall of the air valve 222, and a first limiting groove 231 matched with the limiting block 2221 is formed in a side wall of the first mounting hole 23; the lower cross beam 2 is provided with a first sealing cover 25 for closing the first mounting opening 24, and the first sealing cover 25 is matched with the first mounting opening 24.
Referring to fig. 3, a first fixing member 26 for fixing the first sealing cover 25 is arranged on the lower cross beam 2, the first fixing member 26 includes a plurality of first bolts, the first bolts are provided with a plurality of first through holes, a plurality of first threaded holes are formed in the first sealing cover 25 in a direction perpendicular to the first sealing cover 25, a plurality of first threaded holes are formed in the bottom wall of the first mounting opening 24, the first threaded holes are adapted to the first bolts, and when the first sealing cover 25 is mounted on the first mounting opening 24, the first through holes in the first sealing cover 25 correspond to the first threaded holes in the lower cross beam 2 in a one-to-one manner.
Refer to fig. 2, 5, storage tank 11 has all been seted up along the length direction of bottom end rail 2 in the both sides of stand 1, the length direction of following bottom end rail 2 in two storage tanks 11 all slides and is provided with second inserted block 12, prefabricated wall body 4's both sides have all been seted up and have been used for supplying second inserted block 12 male second inserting groove 42, second inserting groove 42 and 12 looks adaptations of second inserted block, two rectangular grooves have been seted up along the sliding direction of second inserted block 12 in the lateral wall of stand 1, two rectangular grooves communicate with two storage tanks 11 respectively, the fixed shifting block 121 that is provided with on second inserted block 12, shifting block 121 slides and sets up at rectangular inslot.
Referring to fig. 5, the upright post 1 is provided with the limiting parts 13 for preventing the two second insertion blocks 12 from sliding, each limiting part 13 includes a limiting bolt, the side wall of the upright post 1 is provided with two second through holes, the two second through holes are respectively communicated with the two accommodating grooves 11, the second insertion block 12 is provided with a second threaded hole matched with the limiting bolt, and after the second insertion block 12 is completely inserted into the second insertion groove 42 of the prefabricated wall 4, the second threaded hole on the second insertion block 12 is opposite to the second through hole.
Referring to fig. 5 and 6, the two accommodating grooves 11 are also respectively provided with a sealing airbag 22, the side wall of the upright post 1 is provided with two second mounting holes 14, the two second mounting holes 14 are respectively communicated with the two accommodating grooves 11, the side wall of the upright post 1 is provided with second mounting holes 15 communicated with the two accommodating grooves 11, the two second mounting holes 14 are both communicated with the second mounting holes 15, and the side wall of the second mounting hole 14 is provided with a second limiting groove 141 for inserting the limiting block 2221.
Referring to fig. 5, a second sealing cover 16 for sealing the second mounting hole 15 is arranged on the upright post 1, the second sealing cover 16 is adapted to the second mounting hole 15, a second fixing member 17 for fixing the second sealing cover 16 is arranged on the upright post 1, the second fixing member 17 includes a plurality of second bolts, the second bolts are provided with a plurality of third through holes, a plurality of third threaded holes are formed in the second sealing cover 16 in a direction perpendicular to the second sealing cover 16, a plurality of third threaded holes are formed in the upright post 1, the third threaded holes are adapted to the second bolts, and when the second sealing cover 16 is located at the second mounting hole 15, the third through holes in the second sealing cover 16 correspond to the third threaded holes in the upright post 1 one to one.
Referring to fig. 5 and 7, two sides of each upright post 1 are both provided with a sliding groove 18 along the length direction of the upright post 1, two sides of each movable plate 5 are respectively slidably arranged in the sliding grooves 18 of two adjacent upright posts 1, a rodless cylinder 19 is fixedly arranged in each sliding groove 18, the length direction of each rodless cylinder 19 is vertical, and a piston of each rodless cylinder 19 is fixedly connected with the movable plate 5; the movable plate 5 is fixedly provided with a water baffle 51 and a connecting rod 52, the length directions of the water baffle 51 and the connecting rod 52 are parallel to the length direction of the upright post 1, the water baffle 51 and the connecting rod 52 are respectively arranged on two sides of the movable plate 5, one end of the connecting rod 52 far away from the water baffle 51 is provided with a connecting groove 521 along the length direction of the connecting rod 52, and the connecting groove 521 is matched with the water baffle 51 and is used for inserting the water baffle 51 on the adjacent movable plate 5.
Referring to fig. 7 and 8, two mounting grooves 31 are formed in the top wall of the upper cross beam 3 along the sliding direction of the movable plate 5, mounting blocks 32 are slidably disposed in the two mounting grooves 31, a rotating roller 33 is jointly rotatably disposed on the two mounting blocks 32, the length direction of the rotating roller 33 is parallel to the movable plate 5, the rotating roller 33 is horizontally disposed, a sealing sleeve 331 is sleeved on the rotating roller 33, elastic members 34 used for driving the mounting blocks 32 to slide towards the direction close to the upper cross beam 3 are disposed in the two mounting grooves 31, each elastic member 34 comprises a tension spring, one end of each tension spring is fixedly connected with the bottom wall of the corresponding mounting groove 31, and the other end of each tension spring is fixedly connected with the corresponding mounting block 32.
Referring to fig. 9, the rodless cylinder 19 is electrically connected with two stroke switches 191, wherein one stroke switch 191 is used for controlling the upward sliding of the piston of the rodless cylinder 19, the other stroke switch 191 is used for controlling the downward sliding of the piston of the rodless cylinder 19, and one stroke switch 191 corresponds to a plurality of rodless cylinders 19 at the same time; fixedly connected with beam tube 6 on the stand 1, beam tube 6 is vertical to be set up, and the diapire opening of beam tube 6 sets up, beam tube 6 is used for inserting in the water layer, it is provided with slider 61 to slide in beam tube 6, two travel switch 191 are all fixed to be set up in beam tube 6, and slider 61 slides and sets up between two travel switch 191, the travel switch 191 that is used for controlling rodless cylinder 19's piston gliding is located the below of slider 61, the travel switch 191 that is used for controlling rodless cylinder 19's piston to go up to slide is located the top of slider 61.
When the water level near the dam rises, the water level in the beam tube 6 rises, when the water level in the beam tube 6 rises to a certain height, the water level is contacted with the floating block 61 and pushes the floating block 61 to rise together, when the water level in the beam tube 6 reaches a preset height, the floating block 61 is contacted with the travel switch 191 above the floating block 61, and the rodless cylinder 19 is started to drive the movable plate 5 to rise, so that the blocking effect on water waves is improved; when the water level is lowered to a predetermined height, the floating block 61 contacts the travel switch 191 below and drives the movable plate 5 to be lowered, so that the movable plate 5 is driven to be lifted without manually starting the rodless cylinder 19, and the convenience in use is increased.
The implementation principle of the sea pond wave wall structure in the embodiment of the application is as follows: when the wave wall is constructed, a plurality of upright posts 1 are respectively fixed on the top wall of a dam through expansion bolts, the distance between two adjacent upright posts 1 is equal, a lower cross beam 2 is fixed on the dam between two adjacent upright posts 1 through the expansion bolts, and cement mortar is arranged between the upright posts 1 and the dam, between the lower cross beam 2 and the dam and between the lower cross beam 2 and the upright posts 1.
Placing the prefabricated wall 4 between two adjacent upright posts 1, inserting a first inserting block 41 on the lower cross beam 2 into a first inserting groove 21 of the wave wall, sliding a second inserting block 12 on the upright posts 1 to enable the second inserting block 12 to be inserted into a second inserting groove 42 on the prefabricated wall 4, fixing the second inserting block 12 and the upright posts 1 through limiting bolts, and then pouring cement mortar into the joint between the prefabricated wall 4 and the upright posts 1 and the joint between the prefabricated wall 4 and the dam; the prefabricated wall body 4 is fixed through the first insertion blocks 41 and the second insertion blocks 12, and after the wave wall is used for a long time, the prefabricated wall body 4 is not easy to loosen and break down due to waves and tides.
The embodiment of the application also discloses a construction method of the sea pond wave wall structure, which comprises the following steps:
s1, when the wave wall is constructed, a plurality of upright posts 1 are respectively fixed on the top wall of a dam through expansion bolts, the distance between two adjacent upright posts 1 is equal, a lower cross beam 2 is fixed on the dam between two adjacent upright posts 1 through the expansion bolts, and cement mortar is filled between the upright posts 1 and the dam, between the lower cross beam 2 and the dam and between the lower cross beam 2 and the upright posts 1;
s2, placing the prefabricated wall 4 between two adjacent upright posts 1, inserting the first inserting block 41 on the lower cross beam 2 into the first inserting groove 21 of the wave wall, sliding the second inserting block 12 on the upright post 1 through the shifting block 121, inserting the second inserting block 12 into the second inserting groove 42 on the prefabricated wall 4, and fixing the second inserting block 12 and the upright post 1 through a limiting bolt;
and S3, pouring cement mortar into the joint between the prefabricated wall 4 and the upright post 1 and the joint between the prefabricated wall 4 and the dam.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides a sea pond wave wall structure which characterized in that: the prefabricated wall comprises a plurality of upright posts (1) fixed on the top wall of a dam, a lower cross beam (2) fixedly arranged between two adjacent upright posts (1), and a prefabricated wall body (4) arranged between two adjacent upright posts (1), wherein the bottom wall of the lower cross beam (2) is abutted to the top wall of the dam, a first inserting block (41) is fixedly arranged on the prefabricated wall body (4), and a first inserting groove (21) for the first inserting block (41) to be inserted is formed in the side wall of the lower cross beam (2);
in storage tank (11) had all been seted up to the both sides of stand (1), two the direction that is close to or keeps away from stand (1) in storage tank (11) is all slided and is provided with second inserted block (12), be provided with respectively on stand (1) and be used for stopping gliding locating part (13) of two second inserted blocks (12), prefabricated wall body (4) both sides have all been seted up and have been used for supplying second inserted block (12) male second inserting groove (42).
2. The sea pond breakwater structure according to claim 1, wherein: all be provided with air-tight bag (22) in first inserting groove (21) and storage tank (11), air-tight bag (22) intercommunication has intake pipe (221), first mounting hole (23) with first inserting groove (21) intercommunication are seted up to the lateral wall of bottom end rail (2), two second mounting hole (14), two have been seted up to the lateral wall of stand (1) second mounting hole (14) communicate with two storage tanks (11) respectively, intake pipe (221) are worn to establish in first mounting hole (23) or second mounting hole (14), just the intercommunication has pneumatic valve (222) on intake pipe (221).
3. The sea pond breakwater structure according to claim 2, wherein: a first mounting opening (24) communicated with the first inserting groove (21) is formed in the side wall of the lower cross beam (2), a first sealing cover (25) used for sealing the first mounting opening (24) is arranged on the lower cross beam (2), and a first fixing piece (26) used for fixing the first sealing cover (25) is arranged on the lower cross beam (2); the side wall of the upright post (1) is provided with a second mounting opening (15) communicated with the two accommodating grooves (11), a second sealing cover (16) used for sealing the second mounting opening (15) is arranged on the upright post (1), and a second fixing piece (17) used for fixing the second sealing cover (16) is arranged on the upright post (1).
4. The sea pond breakwater structure according to claim 1, wherein: the length direction of stand (1) is all seted up spout (18) along the both sides of stand (1), and adjacent two it is provided with fly leaf (5) to slide jointly in spout (18) of stand (1), the fixed rodless cylinder (19) that is provided with on stand (1), the length direction of rodless cylinder (19) is vertical, just the piston and fly leaf (5) fixed connection of rodless cylinder (19).
5. The sea pond breakwater structure according to claim 4, wherein: fixedly connected with beam tube (6) on stand (1), the vertical setting of beam tube (6), just the diapire opening setting of beam tube (6), beam tube (6) are used for inserting in the water layer, it is provided with slider (61) to slide in beam tube (6), beam tube (6) internal fixation is provided with two travel switch (191), slider (61) slide and set up between two travel switch (191), just rodless cylinder (19) are connected with two travel switch (191) are equal electricity, are located travel switch (191) of slider (61) below are used for controlling the piston gliding of rodless cylinder (19), are located travel switch (191) of slider (61) top are used for controlling the piston of rodless cylinder (19) and slide.
6. The sea pond breakwater structure according to claim 4, wherein: an upper cross beam (3) is fixedly arranged between every two adjacent upright posts (1), the bottom wall of the upper cross beam (3) is abutted to the top wall of the prefabricated wall (4), a rotating roller (33) is arranged on the upper cross beam (3) in a rotating mode, the axial direction of the rotating roller (33) is parallel to the length direction of the upper cross beam (3), a sealing sleeve (331) is sleeved on the rotating roller (33), and the sealing sleeve (331) is used for sealing gaps between the movable plates (5) of the upper cross beam (3).
7. The sea pond breakwater structure according to claim 6, wherein: the top wall of entablature (3) has seted up mounting groove (31) along the slip direction of fly leaf (5), it is provided with installation piece (32) to slide in mounting groove (31), change roller (33) and rotate and set up on installation piece (32), be provided with on entablature (3) and be used for ordering about installation piece (32) to being close to the gliding elastic component of entablature (3) direction (34).
8. The sea pond wave wall structure according to claim 4, wherein: adjacent two fixed breakwater (51) and connecting rod (52) of being provided with on fly leaf (5), the length direction of breakwater (51) and connecting rod (52) all is parallel with the length direction of stand (1), just breakwater (51) and connecting rod (52) divide establish the both sides in fly leaf (5), connecting groove (521) have been seted up along the length direction of connecting rod (52) to the one end that breakwater (51) were kept away from in connecting rod (52), connecting groove (521) just are used for supplying breakwater (51) on adjacent fly leaf (5) to insert with breakwater (51) looks adaptation.
9. The sea pond breakwater structure according to claim 4, wherein: and graphene outer wall elastic coating is coated on the surfaces of the upright columns (1), the prefabricated wall body (4) and the movable plate (5).
10. The construction method of the seawall structure of any one of claims 1 to 9, comprising the steps of:
s1, when the wave wall is constructed, a plurality of upright columns (1) are respectively fixed on the top wall of a dam, and a lower cross beam (2) is fixed between every two adjacent upright columns (1), so that two ends of the lower cross beam (2) are respectively fixed with the upright columns (1) on two sides;
s2, placing the prefabricated wall body (4) between two adjacent upright posts (1), inserting a first inserting block (41) on the lower cross beam (2) into a first inserting groove (21) of the wave wall, sliding a second inserting block (12) on the upright posts (1), inserting the second inserting block (12) into a second inserting groove (42) on the prefabricated wall body (4), and limiting the second inserting block (12) through a limiting piece (13);
and S3, pouring cement mortar into the joint between the prefabricated wall body (4) and the upright post (1) and the joint between the prefabricated wall body (4) and the dam.
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Citations (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5882142A (en) * | 1996-09-03 | 1999-03-16 | Sioux Steel Company, Inc. | Containment dike assembly and method for construction thereof |
| CN105569538A (en) * | 2016-02-01 | 2016-05-11 | 高瞻 | Jacking-descending type flood-prevention water retaining door with double-water-baffle structure |
| CN106120642A (en) * | 2016-08-09 | 2016-11-16 | 华北水利水电大学 | Hydraulic automatism lifting anti-flood wall and automatic lifting method |
| KR101740960B1 (en) * | 2016-10-26 | 2017-05-29 | 주식회사 이도 | Flood defence apparatus using buoyancy and construction method of the same |
| CN206591509U (en) * | 2017-01-20 | 2017-10-27 | 俞晓东 | Protecting wall and the precast concrete pile for building protecting wall |
| CN207537954U (en) * | 2017-10-20 | 2018-06-26 | 深圳市东深工程有限公司 | A kind of novel bulwark |
| KR101967797B1 (en) * | 2018-10-11 | 2019-04-10 | 유한회사 더강한 | Embankment for flood protection |
| KR20200053079A (en) * | 2018-11-07 | 2020-05-18 | 주식회사 경호엔지니어링 종합건축사사무소 | Lifting type flooding protection wall |
| CN210857094U (en) * | 2019-09-30 | 2020-06-26 | 段磊 | Hydraulic engineering is with flood prevention flood control wall body |
| CN211773321U (en) * | 2020-02-26 | 2020-10-27 | 东莞市水利勘测设计院有限公司 | Automatic lift toughened glass flood control wall |
| CN211849257U (en) * | 2020-03-26 | 2020-11-03 | 四川华远建设工程有限公司 | Wave wall |
| CN212742401U (en) * | 2020-07-14 | 2021-03-19 | 郝晓亮 | Water conservancy and hydropower embankment heightening structure |
| CN112681222A (en) * | 2020-12-22 | 2021-04-20 | 深圳市华胜建设工程有限公司 | Flood control wall beneficial to urban flood control engineering |
| CN213284273U (en) * | 2020-08-18 | 2021-05-28 | 江西中医药大学附属医院 | Medicine bath device for dermatology |
| CN214034229U (en) * | 2020-09-27 | 2021-08-24 | 张杉 | Horizontal wallboard connection structure of factory building steel construction |
| CN214120508U (en) * | 2020-11-19 | 2021-09-03 | 青岛中山五金制品有限公司 | Forging plate for refrigerator body |
| CN214613895U (en) * | 2021-04-21 | 2021-11-05 | 江阴市东铝铝业科技有限公司 | Detachable aluminum alloy flood control wall |
| CN215165326U (en) * | 2021-04-14 | 2021-12-14 | 湖南水利水电工程监理承包总公司 | Novel hydraulic engineering is with automatic gate of opening and close |
| CN215290700U (en) * | 2021-08-12 | 2021-12-24 | 东莞市福诚建设工程有限公司 | Assembly type building sealing waterproof structure |
-
2022
- 2022-09-03 CN CN202211074312.8A patent/CN115233615B/en active Active
Patent Citations (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5882142A (en) * | 1996-09-03 | 1999-03-16 | Sioux Steel Company, Inc. | Containment dike assembly and method for construction thereof |
| CN105569538A (en) * | 2016-02-01 | 2016-05-11 | 高瞻 | Jacking-descending type flood-prevention water retaining door with double-water-baffle structure |
| CN106120642A (en) * | 2016-08-09 | 2016-11-16 | 华北水利水电大学 | Hydraulic automatism lifting anti-flood wall and automatic lifting method |
| KR101740960B1 (en) * | 2016-10-26 | 2017-05-29 | 주식회사 이도 | Flood defence apparatus using buoyancy and construction method of the same |
| CN206591509U (en) * | 2017-01-20 | 2017-10-27 | 俞晓东 | Protecting wall and the precast concrete pile for building protecting wall |
| CN207537954U (en) * | 2017-10-20 | 2018-06-26 | 深圳市东深工程有限公司 | A kind of novel bulwark |
| KR101967797B1 (en) * | 2018-10-11 | 2019-04-10 | 유한회사 더강한 | Embankment for flood protection |
| KR20200053079A (en) * | 2018-11-07 | 2020-05-18 | 주식회사 경호엔지니어링 종합건축사사무소 | Lifting type flooding protection wall |
| CN210857094U (en) * | 2019-09-30 | 2020-06-26 | 段磊 | Hydraulic engineering is with flood prevention flood control wall body |
| CN211773321U (en) * | 2020-02-26 | 2020-10-27 | 东莞市水利勘测设计院有限公司 | Automatic lift toughened glass flood control wall |
| CN211849257U (en) * | 2020-03-26 | 2020-11-03 | 四川华远建设工程有限公司 | Wave wall |
| CN212742401U (en) * | 2020-07-14 | 2021-03-19 | 郝晓亮 | Water conservancy and hydropower embankment heightening structure |
| CN213284273U (en) * | 2020-08-18 | 2021-05-28 | 江西中医药大学附属医院 | Medicine bath device for dermatology |
| CN214034229U (en) * | 2020-09-27 | 2021-08-24 | 张杉 | Horizontal wallboard connection structure of factory building steel construction |
| CN214120508U (en) * | 2020-11-19 | 2021-09-03 | 青岛中山五金制品有限公司 | Forging plate for refrigerator body |
| CN112681222A (en) * | 2020-12-22 | 2021-04-20 | 深圳市华胜建设工程有限公司 | Flood control wall beneficial to urban flood control engineering |
| CN215165326U (en) * | 2021-04-14 | 2021-12-14 | 湖南水利水电工程监理承包总公司 | Novel hydraulic engineering is with automatic gate of opening and close |
| CN214613895U (en) * | 2021-04-21 | 2021-11-05 | 江阴市东铝铝业科技有限公司 | Detachable aluminum alloy flood control wall |
| CN215290700U (en) * | 2021-08-12 | 2021-12-24 | 东莞市福诚建设工程有限公司 | Assembly type building sealing waterproof structure |
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