CN114775527A - Ultra-deep dynamic water area revetment sinking and paving plate - Google Patents
Ultra-deep dynamic water area revetment sinking and paving plate Download PDFInfo
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- CN114775527A CN114775527A CN202210416016.5A CN202210416016A CN114775527A CN 114775527 A CN114775527 A CN 114775527A CN 202210416016 A CN202210416016 A CN 202210416016A CN 114775527 A CN114775527 A CN 114775527A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 47
- 239000011159 matrix material Substances 0.000 claims abstract description 15
- 239000004566 building material Substances 0.000 claims description 24
- 230000007480 spreading Effects 0.000 claims description 14
- 230000007246 mechanism Effects 0.000 claims description 11
- 239000004035 construction material Substances 0.000 claims description 3
- 230000008021 deposition Effects 0.000 claims 1
- 238000005188 flotation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 28
- 230000003014 reinforcing effect Effects 0.000 description 11
- 238000000034 method Methods 0.000 description 9
- 230000008569 process Effects 0.000 description 5
- 230000002262 irrigation Effects 0.000 description 4
- 238000003973 irrigation Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
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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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- 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
- E02B3/121—Devices for applying linings on banks or the water bottom
-
- 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
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- 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
- E02D15/10—Placing gravel or light material under water inasmuch as not provided for elsewhere
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Revetment (AREA)
Abstract
The invention provides a revetment sinking paving plate for an ultra-deep dynamic water area, which comprises a panel; the bearing frame is used for bearing the panel and comprises a bottom frame and a supporting rod, and the supporting rod is connected between the bottom frame and the panel; the inclined plate is arranged at the end part of one end of the panel, one end of the inclined plate is connected with the panel, and the other end of the inclined plate is connected with the underframe; the floating device is arranged between the bottom frame and the panel; the supporting rods comprise a plurality of first bearing rods and a plurality of second bearing rods, and the first bearing rods are arranged between the underframe and the panel in a matrix manner; the plurality of second bearing rods are positioned at the end part of one end of the panel and are positioned at one side of the plurality of first bearing rods, and the plurality of second bearing rods are arranged between the underframe and the panel in a matrix manner; or the tops of the second bearing rods are respectively connected with the panel and the inclined plate, the bottoms of the second bearing rods are connected with the bottom frame, and the second bearing rods are arranged in a matrix; the floating device is positioned among the first bearing rods.
Description
Technical Field
The embodiment of the invention relates to the technical field of river treatment, in particular to a revetment sinking and paving plate for an ultra-deep dynamic water area.
Background
In river governing engineering, underwater construction is needed, and the traditional domestic underwater bank protection construction process usually comprises throwing gabions on ships, constructing formwork concrete by a submerged irrigation method and the like. The gabion is thrown on a ship, and is generally hoisted into water by adopting a riprap ship combined with an engineering ship, or the gabion is loaded into a throwing box and thrown into water; because the gabion belongs to a flexible structure, the precise sinking construction is difficult to realize when the gabion is thrown on a ship, and after the gabion is sunk, the gabion is easy to present a non-uniform water drop shape in an underwater state, the construction efficiency is low, and the quality is difficult to control. The construction of mould bag concrete by submerged irrigation method is that the natural and smooth side slope is finished on bank slope or river bed, the mould bag is laid on the underwater side slope by the above-water and on-land constructors cooperating with divers, then the guide pipe or pump pipe is inserted into the mould bag inlet by the cooperation of divers, the concrete enters into the mould bag through the guide pipe or pump pipe to form mould bag concrete; however, the construction process of the formwork bag concrete by the submerged irrigation method can only be applied to water areas with the water depth less than 10 meters, when the water depth exceeds 10 meters, particularly a flowing water area with the water depth exceeding 10 meters, the construction process of the formwork bag concrete by the submerged irrigation method is very difficult, and the construction quality, the safety and the precision are difficult to control.
In the treatment engineering of the western river basin, even in a dry period, the water depth of most construction water areas exceeds 15 meters, the maximum construction water depth is 33.58 meters, the construction period is short, revetments of partial basins need to be constructed in a flood crossing period, the water flow velocity reaches 2m/s, the construction environment is complex, and the construction difficulty is high. Because most of the construction water area exceeds 15 meters, the traditional underwater bank protection construction process cannot ensure the quality of the constructed bank protection; the difficulty of underwater bank protection construction is that mould bag concrete, gabions and the like cannot be sunk to proper positions, and the traditional underwater bank protection construction process cannot be realized, so that a device capable of sinking the mould bag concrete and the gabions to proper positions is developed.
Disclosure of Invention
The embodiment of the invention provides a bank protection sinking paving plate for an ultra-deep dynamic water area, which has the advantage of sinking building materials to a proper position under the dynamic deep water.
In order to solve the technical problem, the invention is realized as follows:
in a first aspect, an embodiment of the present invention provides a revetment sinking and spreading plate for an ultra-deep dynamic water area, including:
a panel for sinking a construction material;
the bearing frame is used for bearing the panel and comprises a base frame and a supporting rod, and the supporting rod is connected between the base frame and the panel;
the inclined plate is arranged at the end part of one end of the panel, one end of the inclined plate is connected with the panel, and the other end of the inclined plate is connected with the underframe; and
a floating device for reducing a force of lifting or sinking the flooring in water, the floating device being disposed between the base frame and the panel;
the supporting rods comprise a plurality of first bearing rods and a plurality of second bearing rods, and the first bearing rods are arranged between the bottom frame and the panel in a matrix manner;
the second bearing rods are positioned at the end part of one end of the panel and positioned at one side of the first bearing rods, and the second bearing rods are arranged between the underframe and the panel in a matrix manner; or the tops of the second bearing rods are respectively connected with the panel and the inclined plate, the bottoms of the second bearing rods are connected with the bottom frame, and the second bearing rods are arranged in a matrix;
the floating device is positioned among the first bearing rods.
The application is further provided with: an inclined rod is arranged between the panel and the underframe;
the top of the diagonal rod is connected with the top of the supporting rod and the panel respectively, the bottom of the diagonal rod is connected with the underframe, and the diagonal rod, the supporting rod and the underframe form a triangular structure so as to improve the stability;
and/or the top of down tube is connected with the top and the panel of bracing piece respectively, the bottom respectively with the bottom of bracing piece with the chassis is connected, the down tube forms the triangle-shaped structure with bracing piece and chassis, the down tube forms the triangle-shaped structure with bracing piece and panel to promote stability.
The application is further provided with: the floating device comprises two buoyancy pieces for increasing the buoyancy of the spreading plate in water, and the buoyancy pieces divide the first bearing rods into three groups.
The application is further provided with: the panel is provided with two groups of lifting seats for lifting the spreading plate, and the two groups of lifting seats are respectively positioned above the two buoyancy pieces; each group of the hanging seats comprises two hanging wheels, and the hanging wheels are positioned on two sides of the panel.
The application is further provided with: the chassis comprises a plurality of longitudinal beams and a plurality of cross beams, the longitudinal beams are arranged in a matrix, and the cross beams are connected with the longitudinal beams and correspond to the first bearing rods and the second bearing rods.
The application is further provided with: the end of the panel is provided with a fixed beam, and an oblique beam is arranged between the fixed beam and the longitudinal beam.
The application is further provided with: the surface of the panel, which deviates from the bottom frame, is provided with limiting structures, and the limiting structures are positioned on two sides of the surface of the panel and used for limiting the sinking building materials to fall off from two sides of the surface of the panel.
The application is further provided with: the limiting structure comprises two limiting plates, and the two limiting plates are arranged on two sides of the surface of the panel.
The application is further provided with: the limiting structure further comprises guide mechanisms arranged on the two limiting plates, and the two guide mechanisms are positioned between the two limiting plates; the guiding mechanism comprises a guiding plate and an adjusting rod, the guiding plate is used for guiding building materials, and the adjusting rod is connected between the guiding plate and the limiting plate.
The application is further provided with: the adjusting rod comprises a fixing rod, an adjusting sleeve and a connecting rod, the fixing rod is installed on the limiting plate, and the connecting rod is hinged with the guide plate; the two ends of the adjusting sleeve are respectively sleeved on the fixing rod and the connecting rod and used for adjusting the distance between the fixing rod and the connecting rod so as to adjust the distance between the limiting plate and the guide plate.
To sum up, the beneficial effect of this application is:
in the embodiment of the invention, the paving plate comprises a panel, an underframe and a supporting rod connected between the panel and the underframe, on one hand, the building material can be sunk to a proper position through the panel, so that in the construction of flowing deepwater environment, the construction is carried out on the water surface, the panel is sunk to the proper position through the building material, the construction precision is controllable, and the deepwater revetment with reliable quality is formed; the building material can be sunk to a proper position through the panel, and the difficulty of ultra-deep underwater bank protection construction is solved; the surface of the panel is provided with the limiting structure, when the paving board is used for sinking the building materials, the building materials sink from the panel, and the building materials are limited on the panel through the limiting structure, so that the building materials fall off from two sides of the panel, the influence of water flow on the sinking of the building materials is reduced, and the building materials are favorably sunk to a proper position; the construction environment is safe when the workers are constructed on ships on the water surface, so that the safety factor of the construction is improved. On the other hand, the spreading board has a simple structure, can be directly manufactured on a construction site, and is common in manufacturing required materials so as to reduce cost.
The building material can be effectively sunk to a proper position by using the paving plate, the construction can be carried out in a relatively safe flood season, the construction period can be effectively shortened, the labor cost is reduced, and the construction cost is reduced.
Drawings
Various additional advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
FIG. 1 is a front view of a spreader plate according to an embodiment of the invention;
FIG. 2 is a front view of a spreader plate according to an embodiment of the invention;
fig. 3 is a cross-sectional view taken at a-a in fig. 2.
In the figure: 1. a panel; 11. a fixed beam; 12. a reinforcing plate; 13. a plate member; 2. a carrier; 3. a support bar; 31. a first carrier bar; 32. a second carrier bar; 4. a chassis; 41. a stringer; 411. an oblique beam; 42. a cross beam; 43. a reinforcing plate; 5. a diagonal bar; 6. a buoyancy member; 7. a hoisting wheel; 8. a limiting structure; 81. a limiting plate; 82. a guide mechanism; 821. a guide plate; 822. adjusting a rod; 823. fixing the rod; 824. an adjusting sleeve; 825. a connecting rod; 9. a sloping plate.
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 some, not all, embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without inventive step based on the embodiments of the present invention, are within the scope of protection of the present invention.
Referring to fig. 1 to 3, a laying board for sinking a revetment of an ultra-deep dynamic water area, which is disclosed in the present application, is a metal plate, and includes a panel 1 and a carrier 2, wherein the panel 1 is used for sinking building materials, and the carrier 2 is disposed on a bottom surface of the panel 1 and is used for carrying and fixing the panel 1; the panel 1 is formed by regularly assembling a plurality of plates 13, the plates 13 are iron plates, and the panel 1 is six meters wide and forty meters long. The carrier 2 comprises a base frame 4 and a support bar 3, which support bar 3 is connected between the panel 1 and the carrier 2. The tip of panel 1 one end is equipped with swash plate 9, and when using the spreading board, swash plate 9 is located the bottom, and it butts with the bank protection under water. One end of the sloping plate 9 is connected with the panel 1, the other end is connected with the chassis 4, and the sloping plate 9 and the panel 1 form an obtuse angle.
In some embodiments, the supporting rod 3 comprises a plurality of first carrying rods 31 and a plurality of second carrying rods 32, the first carrying rods 31 and the second carrying rods 32 are the same, wherein the first carrying rods 31 are connected between the chassis 4 and the panel 1, and the plurality of first carrying rods 31 are arranged in a matrix between the chassis 4 and the panel 1, so that the forces between the panel 1 and the chassis 4 are balanced. The number of the second carrying rods 32 is four, the central lines of the four second carrying rods 32 are located in the same plane, the four second carrying rods 32 are located at the end of one end of the panel 1, the four second carrying rods 32 are connected between the chassis 4 and the panel 1, and the four second carrying rods 32 are arranged in a matrix. The stress between the panel 1 and the chassis 4 is balanced, so that the panel 1 and the chassis 4 are more stable. In some embodiments, the four second carrier bars 32 are arranged in a matrix, the tops of the four second carrier bars 32 are respectively connected with the panel 1 and the inclined plate 9, and the bottoms of the four second carrier bars 32 are connected with the chassis 4, so that the chassis 4 is respectively in stress balance with the panel 1 and the inclined plate 9, and the chassis 4 is more stable with the panel 1 and the inclined plate 9; the swash plate 9, the second carrier bar 32 and the base frame 4 form a triangle to improve the stability of the base frame 4 and the swash plate 9.
In some embodiments, a diagonal rod 5 is arranged between the panel 1 and the bottom frame 4, the top of the diagonal rod 5 is connected with the top of the first bearing rod 31 and the panel 1 respectively, and the bottom of the diagonal rod 5 is connected with the bottom frame 4; further, the top of the diagonal rod 5 is connected to the top of the first carrier rod 31 and the panel 1, and the bottom of the diagonal rod 5 is connected to the bottom of another first carrier rod 31 of the bottom frame 4, so that the diagonal rod 5, the panel 1 and the first carrier rod 31 form a triangle, and the diagonal rod 5, the bottom frame 4 and another first carrier rod 31 form a triangle, so as to improve the stability of the panel 1 and the bottom frame 4; furthermore, two inclined rods 5 are arranged between two adjacent first bearing rods 31, the two inclined rods 5 are arranged in a V shape, the tops of the two inclined rods 5 are connected with the top of the first bearing rod 31 and the panel 1, the bottoms of the two inclined rods 5 are connected with the bottom frame 4 respectively, so that the inclined rods 5, the bottom frame 4 and the second supporting rod 3 form a triangular shape, and the two inclined rods 5 and the panel 1 form a triangular shape, so as to improve the stability between the bottom frame 4 and the panel 1. In some embodiments, the top of the diagonal bar 5 is connected with the top of the first carrier bar 31 and the panel 1, respectively, and the bottom is connected with the bottom of the chassis 4 and the second carrier bar 32, respectively, such that the diagonal bar 5, the first carrier bar 31 and the chassis 4 form a triangle, and the diagonal bar 5, the second carrier bar 32 and the panel 1 form a triangle, to improve the stability of the panel 1 and the chassis 4.
In some embodiments, the underframe 4 comprises four longitudinal beams 41 and a plurality of cross beams 42, the four underframe 4 is arranged in a matrix, each cross beam 42 is connected with four longitudinal beams 41, the cross beam 42 is perpendicular to the longitudinal beams 41, the plurality of cross beams 42 are arranged corresponding to the first carrier bar 31 and the second carrier bar 32, wherein the bottoms of the first carrier bar 31 and the second carrier bar 32 correspond to the connection position of the longitudinal beams 41 and the cross beam 42; the bottom of one diagonal bar 5 is connected to a longitudinal beam 41 and the bottom of the other diagonal bar 5 is connected to a transverse beam 42. The underframe 4 is provided with a plurality of reinforcing plates 43, and when the reinforcing plates 43 are provided with the longitudinal beams 41, the reinforcing plates 43 are welded with the side walls of the diagonal rods 5 so as to fix the diagonal rods 5; when the reinforcing plate 43 is provided to the cross member 42, the reinforcing plate 43 is welded to the side wall of the diagonal member 5 so as to fix the diagonal member 5. The end of the panel 1 is provided with a fixed beam 11, the fixed beam 11 and the inclined plate 9 are positioned at two ends of the panel 1, and an inclined beam 411 is arranged between the fixed beam 11 and the longitudinal beam 41 to improve the stability among the fixed beam 11, the panel 1 and the longitudinal beam 41, thereby improving the stability among the fixed beam 11, the panel 1 and the underframe 4.
In some embodiments, the bottom of the panel 1 is provided with a plurality of reinforcing plates 12, and the reinforcing plates 12 are respectively welded and fixed to the support rods 3 and the diagonal rods 5. That is, the reinforcing plate 12 is welded and fixed to the first carrier bar 31 and the diagonal bar 5, respectively, and the other reinforcing plate 12 is welded and fixed to the second carrier bar 32 and the diagonal bar 5, respectively.
In some embodiments, two buoyancy members 6 are disposed between the bottom frames 4 of the panels 1 for increasing the buoyancy of the tiles in water, the buoyancy members 6 cannot lift and float the tiles on the water surface, the buoyancy members 6 reduce the force required for lifting or sinking the tiles in water, so that it is easier to lift or sink the tiles in water, the buoyancy members 6 are buoyancy tanks, the two buoyancy tanks divide the plurality of first bearing rods 31 into three groups, and the two buoyancy tanks are perpendicular to the length direction of the panels 1. The panel 1 is equipped with two hanging seats for hoisting the paving board, the hanging seats are respectively located above two floating boxes, each hanging seat comprises two hanging wheels 7, and the hanging wheels 7 are located on two sides of the panel 1 and located above two ends of the floating boxes.
Referring to fig. 2 and 3, in some embodiments, the surface of the panel 1 facing away from the bottom frame 4 is provided with a limiting structure 8, the limiting structure 8 is located on two sides of the surface of the panel 1, and the limiting structure 8 is used for limiting the sunk building materials from falling off from the two sides of the surface of the panel 1; when the building materials are settled by using the spreading plate, the building materials slide off from the surface of the panel 1, and the limiting structures 8 limit the building materials to fall off from the two sides of the panel 1, so that the influence of water flow on the settled building materials is reduced, and the building materials are favorably placed to proper positions. Limit structure 8 includes two limiting plates 81, and two limiting plates 81 are installed in the both sides on panel 1 surface, and limiting plate 81 can with panel 1 welded fastening, limiting plate 81 also can be through the bolt mounting on panel 1's surface, for promoting the spreading board range of application, promotes to sink efficiency, and limiting plate 81 is preferred to be installed on panel 1's surface through the bolt.
Further, the two limiting plates 81 are provided with guide mechanisms 82, the two guide mechanisms 82 are located between the two limiting plates 81, and the two guide mechanisms 82 are arranged oppositely; the guide mechanism 82 comprises a guide plate 821 and at least two adjusting rods 822, the guide plate 821 is used for guiding the building materials, the building materials are sunk to a proper position through the panel 1, the two adjusting rods 822 are connected between the guide plate 821 and the limiting plate 81, the two adjusting rods 822 are located at two ends of the limiting plate 81, and the adjusting rods 822 are used for adjusting the distance between the two guide plates 821. The adjusting rod 822 includes two foldable connecting rods, one of the foldable connecting rods is hinged to the limiting plate 81, the other foldable connecting rod is hinged to the guiding plate 821, and one foldable connecting rod rotates relative to the other foldable connecting rod to adjust the distance between the two guiding plates 821. The adjusting rod 822 may further include a fixing rod 823, an adjusting sleeve 824, and a connecting rod 825, the fixing rod 823 is mounted on the limiting plate 81, specifically, the fixing rod 823 penetrates through the limiting plate 81 and is fixed with the limiting plate 81, and the connecting rod 825 is hinged to the guide plate 821; the both ends of adjusting cover 824 cup joint with the one end of dead lever 823 and the one end of connecting rod 825 respectively, and it is located between dead lever 823 and the connecting rod 825 to adjust cover 824, adjust cover 824 respectively with dead lever 823 and connecting rod 825 threaded connection for the distance of adjustment dead lever 823 and connecting rod 825, with the distance of adjustment limiting plate 81 and guide board 821, thereby adjust the distance of two guide boards 821.
The implementation principle of the application is as follows: when the device is used, the hoisting equipment is used for hoisting the spreading plate through the hoisting wheel 7, one end of the spreading plate is positioned on the water surface and is connected with the spreading equipment, and the other end of the spreading plate is sunk into water; the panel 1 of the paver is positioned above the bearing frame 2, the bearing frame 2 is arranged at the bottom of the panel 1 and supports the panel 1, and the building material is sunk into water through the panel 1 so as to realize the construction of underwater paving and bank protection.
While the present invention has been described with reference to the embodiments shown in the drawings, the present invention is not limited to the embodiments, which are illustrative and not restrictive, and it will be apparent to those skilled in the art that various changes and modifications can be made therein without departing from the spirit and scope of the invention as defined in the appended claims.
Claims (10)
1. The utility model provides a deep dynamic water district revetment is sunk and is spread board which characterized in that includes:
a panel (1) for the deposition of construction material;
a carrier (2) for carrying the panel (1), the carrier (2) comprising a chassis (4) and a support bar (3), the support bar (3) being connected between the chassis (4) and the panel (1);
the inclined plate (9) is arranged at the end part of one end of the panel (1), one end of the inclined plate (9) is connected with the panel (1), and the other end of the inclined plate (9) is connected with the underframe (4); and
a floating device for reducing the force with which the paver is hoisted or lowered in the water, said floating device being arranged between the chassis (4) and the panel (1);
wherein the supporting rod (3) comprises a plurality of first bearing rods (31) and a plurality of second bearing rods (32), and the plurality of first bearing rods (31) are arranged between the bottom frame (4) and the panel (1) in a matrix manner;
the second bearing rods (32) are positioned at the end part of one end of the panel (1) and are positioned at one side of the first bearing rods (31), and the second bearing rods (32) are arranged between the bottom frame (4) and the panel (1) in a matrix manner; or the tops of the second bearing rods (32) are respectively connected with the panel (1) and the inclined plate (9), the bottoms of the second bearing rods are connected with the bottom frame (4), and the second bearing rods (32) are arranged in a matrix;
the floating device is positioned between a plurality of the first carrier bars (31).
2. The ultra-deep dynamic water area revetment settling and spreading plate according to claim 1, wherein an inclined rod (5) is arranged between the panel (1) and the underframe (4);
the top of the inclined rod (5) is connected with the top of the supporting rod (3) and the panel (1) respectively, the bottom of the inclined rod is connected with the bottom frame (4), and the inclined rod (5), the supporting rod (3) and the bottom frame (4) form a triangular structure so as to improve stability;
and/or the top of down tube (5) is connected with the top and panel (1) of bracing piece (3) respectively, the bottom respectively with the bottom of bracing piece (3) with chassis (4) are connected, down tube (5) and bracing piece (3) and chassis (4) form the triangle-shaped structure, down tube (5) and bracing piece (3) and panel (1) form the triangle-shaped structure to promote stability.
3. The ultra-deep dynamic watershed revetment settling paver of claim 1, wherein said flotation means comprises two buoyancy members (6) for increasing the buoyancy of said paver in water, said two buoyancy members (6) dividing said first plurality of carrier bars (31) into three groups.
4. The ultra-deep dynamic water area revetment sinking paving board of claim 3, wherein the panel (1) is provided with two sets of hanging seats for hanging the paving board, and the two sets of hanging seats are respectively positioned above the two buoyancy members (6); each group of the hanging seats comprises two hanging wheels (7), and the hanging wheels (7) are positioned on two sides of the panel (1).
5. The ultra-deep dynamic water area revetment settling and spreading plate according to claim 1, wherein the bottom frame (4) comprises a plurality of longitudinal beams (41) and a plurality of cross beams (42), the plurality of longitudinal beams (41) are arranged in a matrix, the plurality of cross beams (42) are connected with the longitudinal beams (41) and are arranged corresponding to the first bearing rods (31) and the second bearing rods (32).
6. The ultra-deep dynamic water area revetment settling paving plate of claim 5, wherein the end of the panel (1) is provided with a fixed beam (11), and an oblique beam (411) is arranged between the fixed beam (11) and the longitudinal beam (41).
7. The ultra-deep dynamic water area revetment settling paving board according to claim 1, characterized in that the surface of the panel (1) facing away from the bottom frame (4) is provided with a limiting structure (8), the limiting structure (8) is positioned at two sides of the surface of the panel (1) for limiting the settled building materials from falling off from the two sides of the surface of the panel (1).
8. The ultra-deep dynamic water area revetment settling paving plate of claim 7, wherein the limiting structure (8) comprises two limiting plates (81), and the two limiting plates (81) are arranged on two sides of the surface of the panel (1).
9. The bank protection, sinking and spreading board for the ultra-deep dynamic water area according to claim 8, wherein the limiting structure (8) further comprises a guiding mechanism (82) arranged between the two limiting plates (81), and the two guiding mechanisms (82) are arranged between the two limiting plates (81); the guiding mechanism (82) comprises a guiding plate (821) for guiding the construction material and an adjusting rod (822), the adjusting rod (822) is connected between the guiding plate (821) and the limiting plate (81).
10. The ultra-deep dynamic water area revetment settling paving plate of claim 9, wherein the adjusting rod (822) comprises a fixing rod (823), an adjusting sleeve (824) and a connecting rod (825), the fixing rod (823) is installed on the limiting plate (81), and the connecting rod (825) is hinged with the guiding plate (821); the two ends of the adjusting sleeve (824) are respectively sleeved on the fixing rod (823) and the connecting rod (825) and used for adjusting the distance between the fixing rod (823) and the connecting rod (825) so as to adjust the distance between the limiting plate (81) and the guide plate (821).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210416016.5A CN114775527A (en) | 2022-04-20 | 2022-04-20 | Ultra-deep dynamic water area revetment sinking and paving plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210416016.5A CN114775527A (en) | 2022-04-20 | 2022-04-20 | Ultra-deep dynamic water area revetment sinking and paving plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114775527A true CN114775527A (en) | 2022-07-22 |
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ID=82431023
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210416016.5A Pending CN114775527A (en) | 2022-04-20 | 2022-04-20 | Ultra-deep dynamic water area revetment sinking and paving plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114775527A (en) |
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| JPS60129316A (en) * | 1983-12-16 | 1985-07-10 | Nippon Kaijo Koji Kk | Method of arranging asphalt mat |
| CN1303973A (en) * | 1999-12-17 | 2001-07-18 | 江苏省海洋工程总公司第三分公司 | Underwater mould bag concrete construction process |
| WO2018004340A1 (en) * | 2016-06-28 | 2018-01-04 | Pile Fabrics Gmbh | Scour protector and method of arranging a scour protector on a seabed |
| CN110409452A (en) * | 2019-07-09 | 2019-11-05 | 中交天津航道局有限公司 | Underwater Sai Kegebin jettisonings moulding box |
| CN210437470U (en) * | 2019-08-14 | 2020-05-01 | 邳州市恒成木业有限公司 | Conveying platform for plate discharging machine |
| CN214878406U (en) * | 2021-06-10 | 2021-11-26 | 漳州市涂兰树建材贸易有限公司 | Automatic separation device is used in aerated concrete block production |
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2022
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60129316A (en) * | 1983-12-16 | 1985-07-10 | Nippon Kaijo Koji Kk | Method of arranging asphalt mat |
| CN1303973A (en) * | 1999-12-17 | 2001-07-18 | 江苏省海洋工程总公司第三分公司 | Underwater mould bag concrete construction process |
| WO2018004340A1 (en) * | 2016-06-28 | 2018-01-04 | Pile Fabrics Gmbh | Scour protector and method of arranging a scour protector on a seabed |
| CN110409452A (en) * | 2019-07-09 | 2019-11-05 | 中交天津航道局有限公司 | Underwater Sai Kegebin jettisonings moulding box |
| CN210437470U (en) * | 2019-08-14 | 2020-05-01 | 邳州市恒成木业有限公司 | Conveying platform for plate discharging machine |
| CN214878406U (en) * | 2021-06-10 | 2021-11-26 | 漳州市涂兰树建材贸易有限公司 | Automatic separation device is used in aerated concrete block production |
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