CN114197387B - Waterside ecological flood prevention wall structure and construction method thereof - Google Patents
Waterside ecological flood prevention wall structure and construction method thereof Download PDFInfo
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- CN114197387B CN114197387B CN202111559133.9A CN202111559133A CN114197387B CN 114197387 B CN114197387 B CN 114197387B CN 202111559133 A CN202111559133 A CN 202111559133A CN 114197387 B CN114197387 B CN 114197387B
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- 230000002265 prevention Effects 0.000 title claims abstract description 59
- 238000010276 construction Methods 0.000 title claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 33
- 230000000694 effects Effects 0.000 claims abstract description 16
- 230000000630 rising effect Effects 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 230000006978 adaptation Effects 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 10
- 238000007789 sealing Methods 0.000 claims description 9
- 230000005389 magnetism Effects 0.000 description 9
- 230000002349 favourable effect Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 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
- E02B3/066—Quays
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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
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Abstract
The invention discloses a waterside ecological flood prevention wall structure and a construction method thereof, wherein the waterside ecological flood prevention wall structure comprises a wall body, the wall body is detachably connected with a plurality of positioning blocks, the upper end part of the wall body is provided with a plurality of limiting grooves, the lower end parts of the positioning blocks are fixedly provided with limiting blocks matched with the limiting grooves, the upper end parts of the positioning blocks are provided with positioning grooves with the same size as the limiting grooves, the positioning blocks are provided with first transverse holes communicated with the positioning grooves, limiting rods matched with the first transverse holes are arranged in the first transverse holes, the limiting blocks are provided with concave holes matched with the limiting rods, the upper end part of the wall body is provided with a plurality of second transverse holes communicated with the limiting grooves, transverse rods matched with the second transverse holes are arranged in the second transverse holes, and the transverse rods are matched with the concave holes. The flood prevention wall has the advantages that the positioning blocks with corresponding heights can be installed according to the height of the water level rising, the flood is prevented from overflowing the uppermost positioning block, and the multi-applicability effect of the flood prevention wall is improved.
Description
Technical Field
The invention relates to the field of constructional engineering, in particular to a waterside ecological flood control wall structure and a construction method thereof.
Background
In the construction engineering, the flood control wall is a common building for blocking or overflowing river water, and is generally arranged around a river to ensure the flood control safety of buildings along the river and a coastal area. The flood prevention walls are in various forms and comprise right-angle flood prevention walls, frame type flood prevention walls and the like.
The related art can refer to chinese patent that publication number is CN204919475U and discloses a novel flood prevention wall body that hydraulic engineering used, including the wall body, the preceding terminal surface of wall body is provided with the constant head tank, the rear end face of wall body is provided with the location strip of cooperation constant head tank, the middle part position department of the right flank of wall body is provided with the support end, the slope of support end sets up downwards, the support end keeps away from that one end of wall body has a shrinkage pool, the cooperation has the diagonal bracing subassembly in the shrinkage pool, the right flank of wall body is close to preceding, rear end position department is provided with the connection piece, the connection piece has the connecting hole, the bottom position department of the left and right flank of wall body all is provided with the reinforcing plate, the reinforcing plate with the wall body is integral type structure.
In view of the above-mentioned related technologies, the inventor believes that, in the actual use process of the flood prevention wall body, the height of the flood prevention wall body is relatively fixed, and when natural flood disasters occur, along with the rise of the flood water level, flood easily overflows the upper end part of the wall body, so that the flood prevention effect of the flood prevention wall body is poor.
Disclosure of Invention
In order to improve the multiple applicability of the flood control wall, the application provides a waterside ecological flood control wall structure and a construction method thereof.
In a first aspect, the application provides a waterside ecological flood prevention wall structure, which adopts the following technical scheme:
the utility model provides a face ecological flood control wall structure of waterside, which comprises a wall body, the wall body can be dismantled and is connected with a plurality of locating pieces, a plurality of spacing grooves have been seted up to the wall body upper end, the tip sets firmly the stopper with spacing groove looks adaptation under the locating piece, the constant head tank the same with spacing groove size is seted up to the locating piece upper end, the first cross bore that is linked together with the constant head tank is seted up to the locating piece, be equipped with the gag lever post with first cross bore looks adaptation in the first cross bore, the shrinkage pool with gag lever post looks adaptation is seted up to the stopper, a plurality of second cross bores that are linked together with the spacing groove are seted up to the wall body upper end, be equipped with the horizontal pole with second cross bore looks adaptation in the second cross bore, horizontal pole and shrinkage pool looks adaptation.
By adopting the technical scheme, when the height of the flood level rises, the limiting blocks of the first row of positioning blocks are arranged in the limiting grooves, and then the cross rods penetrate through the second cross holes and are inserted into the concave holes, so that the first row of positioning blocks are connected with the wall body; along with the water level continues to rise, the limiting blocks of the second row of positioning blocks are inserted into the corresponding first row of positioning grooves, the limiting rods penetrate through the first cross holes and are inserted into the concave holes, connection between the second row of positioning blocks and the first row of positioning blocks is achieved, then the positioning blocks with the corresponding heights can be installed according to the height of the water level rising, flood is guaranteed not to overflow the uppermost positioning block, and the multiple applicability of the flood control wall is improved.
Optionally, a trapezoidal groove is formed in one side of the positioning block in the height direction, and a trapezoidal block is fixedly arranged on one side of the positioning block, which deviates from the trapezoidal groove.
By adopting the technical scheme, when the positioning blocks of each row are installed, the trapezoid block on one positioning block is inserted into the trapezoid groove of the other positioning block between two adjacent positioning blocks, so that the connection stability between the positioning blocks is enhanced in the horizontal direction, and the flood prevention effect of the flood prevention wall is improved.
Optionally, first connecting groove has been seted up to the tip under the locating piece, the second connecting groove has all been seted up to locating piece upper end and wall body upper end, the locating piece is connected with the connecting rod, connecting rod and first connecting groove and second connecting groove looks adaptation, the first cross slot that is linked together with first connecting groove is seted up to the locating piece, the second cross slot that is linked together with the second connecting groove is seted up to locating piece and wall body, the one end of connecting rod sets firmly the first horizontal piece with first cross slot looks adaptation, the other end of connecting rod sets firmly the second horizontal piece with second cross slot looks adaptation.
By adopting the technical scheme, the connecting rods, the first transverse blocks and the second transverse blocks are arranged, so that the connecting stability between the two positioning blocks and the connecting stability between the positioning blocks and the wall body are enhanced in the vertical direction, and the improvement of the overall stability of the flood prevention wall is facilitated.
Optionally, all set firmly the steel pipe in first transverse groove and the second transverse groove, first horizontal piece and second horizontal piece all offer with the through-hole of steel pipe looks adaptation, steel pipe threaded connection has positioning bolt, positioning bolt is equipped with the nut, first horizontal piece and second horizontal piece all offer with the countersunk head groove of nut looks adaptation.
By adopting the technical scheme, the steel pipe and the positioning bolt are arranged, so that the connecting and fastening effects of the connecting rod on the positioning block and the wall body are improved, the connecting rod, the first cross block and the second cross block are prevented from sliding out, and the improvement of the overall stability of the flood prevention wall is facilitated.
Optionally, the lower end face of the positioning block and the limiting block are fixedly connected with sealing gaskets.
By adopting the technical scheme, the sealing gasket is convenient for improving the connection sealing property between two adjacent positioning blocks in the vertical direction, and also improves the connection sealing property between the lowermost positioning block and the upper end surface of the wall body.
Optionally, the gag lever post all sets firmly first magnetism portion of inhaling with the horizontal pole, and the shrinkage pool internal setting has the second magnetism portion of inhaling mutually with first magnetism.
Through adopting above-mentioned technical scheme, when the gag lever post inserts the shrinkage pool to and when the horizontal pole inserted the shrinkage pool, first magnetism portion of inhaling adsorbs mutually with second magnetism, is favorable to improving the connection fastening nature between gag lever post and the stopper, and improves the connection fastening nature between horizontal pole and the stopper.
Optionally, concrete reinforcing platforms are fixedly arranged on two sides of the wall body.
By adopting the technical scheme, the concrete reinforcing platform is convenient for improving the stability and the strength of the wall body, and further the flood prevention effect of the flood prevention wall is improved.
Optionally, the concrete reinforcing platform is provided with a step.
By adopting the technical scheme, the ladder is convenient for constructors to move to the upper end part of the wall body to install the positioning block.
In a second aspect, the application provides a construction method of an waterside ecological flood prevention wall structure, which adopts the following technical scheme:
a construction method of a waterside ecological flood prevention wall structure comprises the following steps: when the water level is about to rise to the upper end face of the wall body, the first row of positioning blocks are placed along the length direction of the wall body, the limiting blocks are installed in the limiting grooves, and then the cross rod penetrates through the second cross hole and is inserted into the concave hole, so that the first row of positioning blocks are connected with the wall body; when the water level continues to rise, the limiting blocks of the second row of positioning blocks are inserted into the positioning grooves corresponding to the first row of positioning blocks, the limiting rods penetrate through the first cross holes and are inserted into the concave holes, the second row of positioning blocks are connected with the first row of positioning blocks, the positioning blocks with the corresponding heights are installed according to the rising height of the water level, the height of the uppermost row of positioning blocks is larger than the height of the water level, and the flood prevention effect of the flood prevention wall is guaranteed.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the height of the flood level rises, the limiting blocks of the first row of positioning blocks are arranged in the limiting grooves, and then the cross rods penetrate through the second cross holes and are inserted into the concave holes, so that the first row of positioning blocks are connected with the wall; along with the continuous rising of the water level, the limiting blocks of the second row of positioning blocks are inserted into the corresponding positioning grooves of the first row, and then the limiting rods are inserted into the concave holes through the first transverse holes, so that the connection between the second row of positioning blocks and the first row of positioning blocks is realized, and the positioning blocks with corresponding heights can be installed according to the rising height of the water level, so that flood is prevented from overflowing the uppermost positioning block, and the multiple applicability of the flood prevention wall is improved;
2. when the positioning blocks in each row are installed, the trapezoidal block on one positioning block is inserted into the trapezoidal groove of the other positioning block, so that the connection stability between the positioning blocks is enhanced in the horizontal direction, and the flood prevention effect of the flood prevention wall is improved;
3. through setting up steel pipe and positioning bolt, be convenient for improve the connecting rod and to the connection fastening effect of locating piece and wall body, prevent connecting rod, first horizontal piece and second horizontal piece roll-off, be favorable to improving the holistic steadiness of flood prevention wall.
Drawings
Fig. 1 is a schematic overall structure diagram of a waterside ecological flood prevention wall structure according to an embodiment of the application.
Fig. 2 is an exploded view of the positioning block and the wall.
Fig. 3 is an enlarged schematic view of a portion a in fig. 1.
Fig. 4 is intended to highlight the connection between the steel pipe and the first and second traverse blocks.
Description of reference numerals: 1. a wall body; 2. positioning blocks; 3. a limiting groove; 4. a limiting block; 5. positioning a groove; 6. a first cross bore; 7. a limiting rod; 8. concave holes; 9. a second transverse hole; 10. a cross bar; 11. a trapezoidal groove; 12. a trapezoidal block; 13. a first connecting groove; 14. a second connecting groove; 15. a connecting rod; 16. a first transverse slot; 17. a second transverse groove; 18. a first cross piece; 19. a second transverse block; 20. a steel pipe; 21. a through hole; 22. positioning a bolt; 23. a nut; 24. a countersunk groove; 25. a gasket; 28. a concrete reinforcing table; 29. a step.
Detailed Description
The present application is described in further detail below with reference to the accompanying drawings.
The embodiment of the application discloses waterside ecological flood prevention wall structure.
Examples
Referring to fig. 1 and 2, the waterside ecological flood prevention wall structure comprises a wall body 1, wherein the whole wall body 1 is in a cuboid shape and is made of reinforced concrete. Wall body 1 can be dismantled and be connected with a plurality of locating pieces 2, a plurality of spacing grooves 3 have been seted up to wall body 1 upper end, the tip is fixed with the stopper 4 with 3 looks adaptations of spacing groove under the locating piece 2, flood prevention wall when using, highly rises when the flood water level, when the water level highly is about to rise to the position of wall body 1 up end, constructor places first row locating piece 2 along the length direction of wall body 1, install the stopper 4 on locating piece 2 in the spacing groove 3 of wall body 1.
Referring to fig. 1 and 2, a plurality of second cross holes 9 that are linked together with spacing groove 3 are seted up along length direction to wall body 1 upper end, install in the second cross hole 9 with the horizontal pole 10 of second cross hole 9 looks adaptation, shrinkage pool 8 with horizontal pole 10 looks adaptation is seted up to stopper 4, constructor passes second cross hole 9 again with horizontal pole 10 and inserts in the shrinkage pool 8 of stopper 4, realizes being connected between first row of locating piece 2 and the wall body 1.
Referring to fig. 2 and 3, a positioning groove 5 with the same size as the positioning groove 3 is formed in the upper end of the positioning block 2, a first transverse hole 6 communicated with the positioning groove 5 is formed in the positioning block 2, a limiting rod 7 matched with the first transverse hole 6 is installed in the first transverse hole 6, and the limiting rod 7 is matched with the concave hole 8. Along with the high continuation rising of water level, constructor places second row locating piece 2 along 1 length direction of wall body, inserts in the constant head tank 5 of corresponding first row locating piece 2 with the stopper 4 of second row locating piece 2, passes first cross bore 6 with gag lever post 7 again and inserts in the shrinkage pool 8 of second row stopper 4, realizes being connected of second row locating piece 2 and first row locating piece 2.
Referring to fig. 2 and 3, gag lever post 7 inserts shrinkage pool 8 to and when horizontal pole 10 inserted shrinkage pool 8, gag lever post 7 all was fixed with first magnetism portion of inhaling with horizontal pole 10, and the shrinkage pool 8 internal fixation has the second magnetism to inhale the portion, and first magnetism is inhaled portion and is inhaled portion with second magnetism and adsorb, can improve the fastening nature of being connected between gag lever post 7 and the stopper 4, and improve the fastening nature of being connected between horizontal pole 10 and the stopper 4, prevent gag lever post 7 and horizontal pole 10 roll-off.
Referring to fig. 1 and 2, the positioning blocks 2 with corresponding heights can be placed according to the height of the water level rising, so that the height of the upper end surface of the uppermost positioning block 2 is greater than the height of the water level, flood is prevented from overflowing the uppermost positioning block 2, and the flood prevention effect of the flood prevention wall is good. The height of the flood prevention wall can be adjusted according to the water level, and the multiple applicability of the flood prevention wall is improved. The lower end faces of the positioning blocks 2 and the limiting blocks 4 are fixedly connected with sealing gaskets 25, the sealing gaskets 25 are used for improving the connection sealing performance between two adjacent positioning blocks 2 in the vertical direction, the connection sealing performance between the lowermost positioning block 2 and the upper end face of the wall body 1 is also improved, water seeping between the positioning blocks 2 can be reduced, and the using effect of the flood control wall is improved.
Referring to fig. 3 and 4, a first connecting groove 13 is formed in the lower end of the positioning block 2, second connecting grooves 14 are formed in the upper end of the positioning block 2 and the upper end of the wall body 1, the positioning block 2 is connected with a connecting rod 15, the connecting rod 15 is matched with the first connecting groove 13 and the second connecting groove 14, the upper end of the connecting rod 15 is matched with the first connecting groove 13, and the lower end of the connecting rod 15 is matched with the second connecting groove 14. After the positioning block 2 is installed, the construction personnel install the connecting rod 15 again, so that two ends of the connecting rod 15 are respectively located in the first connecting groove 13 and the second connecting groove 14.
Referring to fig. 3 and 4, the positioning block 2 is provided with a first transverse groove 16 communicated with the first connecting groove 13, and one end of the connecting rod 15 is fixedly provided with a first transverse block 18 matched with the first transverse groove 16; the positioning block 2 and the wall body 1 are provided with a second transverse groove 17 communicated with the second connecting groove 14, and the other end of the connecting rod 15 is fixedly provided with a second transverse block 19 matched with the second transverse groove 17. The constructor places the first transverse block 18 on the connecting rod 15 in the first transverse groove 16, places the second transverse block 19 in the second transverse groove 17, and the connecting rod 15, the first transverse block 18 and the second transverse block 19 can strengthen the connecting stability between the two positioning blocks 2 and the connecting stability between the positioning blocks 2 and the wall body 1 in the vertical direction.
Referring to fig. 3 and 4, steel pipes 20 are fixedly arranged in the first transverse groove 16 and the second transverse groove 17, through holes 21 matched with the steel pipes 20 are formed in the first transverse block 18 and the second transverse block 19, and constructors enable the steel pipes 20 to penetrate through the through holes 21 in the first transverse block 18 and the second transverse block 19. The steel pipe 20 is in threaded connection with a positioning bolt 22, and the constructor connects the positioning bolt 22 with the steel pipe 20 in threaded connection, so that the first transverse block 18 is connected with the positioning block 2 tightly, and meanwhile, the second transverse block 19 is connected with the positioning block 2 or the wall body 1 tightly.
Referring to fig. 3 and 4, the positioning bolt 22 is provided with a nut 23, and the first cross block 18 and the second cross block 19 are both provided with a countersunk groove 24 adapted to the nut 23. When the positioning bolt 22 is screwed into the limit position, the nut 23 is positioned in the countersunk groove 24, and the steel pipe 20 and the positioning bolt 22 improve the connection and fastening effect of the connecting rod 15 on the positioning block 2 and the wall body 1, so that the connecting rod 15, the first transverse block 18 and the second transverse block 19 are prevented from sliding out.
Referring to fig. 2 and 3, when the installation of the locating piece 2 of each row, trapezoidal groove 11 has been seted up along the direction of height to one side of locating piece 2, one side that locating piece 2 deviates from trapezoidal groove 11 sets firmly trapezoidal piece 12 with trapezoidal groove 11 looks adaptation along the direction of height, constructor is when installing the locating piece 2 of each row, between two adjacent locating pieces 2, trapezoidal piece 12 on one of them locating piece 2 inserts the trapezoidal groove 11 of another locating piece 2 along the direction of height, it is spacing to carry out two adjacent locating pieces 2 on the horizontal direction, the connection steadiness between locating piece 2 has been strengthened on the horizontal direction, so that improve flood prevention effect of flood prevention wall.
Referring to fig. 3 and 4, when the water level is lowered and the positioning block 2 is removed, the positioning bolt 22 is separated from the steel pipe 20, and then the connection rod 15 is removed. When each row of positioning blocks 2 is disassembled, the positioning blocks 2 slide upwards along the height direction, the trapezoidal blocks 12 of two adjacent positioning blocks 2 in the horizontal direction are separated from the trapezoidal grooves 11, and then the disassembly of two adjacent positioning blocks 2 in the horizontal direction is realized. And then the cross rod 10 (refer to fig. 2) and the limiting rod 7 are pulled out, and then the positioning block 2 is taken down, so that the height of the flood prevention wall can be reduced.
Referring to fig. 1, concrete reinforcing platforms 28 are fixed to both sides of a wall body 1, the concrete reinforcing platforms 28 are made of reinforced concrete, are integrally triangular prism-shaped and are fixed to the wall body 1, the concrete reinforcing platforms 28 are provided with steps 29, and the steps 29 facilitate a constructor to move to the upper end of the wall body 1 to install and detach a positioning block 2. The concrete reinforcing platform 28 can improve the stability and strength of the wall body 1, and further improve the flood prevention effect of the flood prevention wall.
The implementation principle of the waterside ecological flood prevention wall in the embodiment of the application is as follows: when the flood water level height rises and the water level height is about to rise to the position of the upper end surface of the wall body 1, the constructor places the first row of positioning blocks 2 along the length direction of the wall body 1 and installs the limiting blocks 4 on the positioning blocks 2 into the limiting grooves 3 of the wall body 1. The constructor inserts the cross rod 10 into the concave hole 8 of the limiting block 4 through the second cross hole 9 to realize the connection between the first row of the positioning blocks 2 and the wall body 1; when the water level height continues to rise, a constructor places the second row of positioning blocks 2 along the length direction of the wall body 1, inserts the limiting blocks 4 of the second row of positioning blocks 2 into the corresponding positioning grooves 5 of the first row of positioning blocks 2, and inserts the limiting rods 7 into the concave holes 8 of the second row of limiting blocks 4 through the first transverse holes 6 to realize the connection of the second row of positioning blocks 2 and the first row of positioning blocks 2. According to the rising height of the water level, the positioning blocks 2 with corresponding heights are placed, so that the height of the upper end face of the uppermost positioning block 2 is larger than the height of the water level, the height of the flood prevention wall can be adjusted according to the water level, and the multiple applicability of the flood prevention wall is improved.
The embodiment of the application also discloses a construction method of the waterside ecological flood prevention wall structure.
A construction method of a waterside ecological flood prevention wall structure comprises the following steps: when the water level is about to rise to the upper end face of the wall body 1, the first row of positioning blocks 2 are placed along the length direction of the wall body 1, the limiting blocks 4 are installed in the limiting grooves 3, and then the cross rod 10 penetrates through the second cross hole 9 and is inserted into the concave hole 8, so that the first row of positioning blocks 2 are connected with the wall body 1; when the water level height continues to rise, the limiting blocks 4 of the second row of positioning blocks 2 are inserted into the positioning grooves 5 of the corresponding first row of positioning blocks 2, the limiting rods 7 penetrate through the first cross holes 6 and are inserted into the concave holes 8, the second row of positioning blocks 2 are connected with the first row of positioning blocks 2, the positioning blocks 2 with the corresponding heights are installed according to the rising height of the water level, the height of the uppermost row of positioning blocks 2 is larger than the height of the water level, and the flood prevention effect of the flood prevention wall is guaranteed.
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 (7)
1. The utility model provides a face ecological flood prevention wall structure of waterside, includes wall body (1), its characterized in that: the wall body (1) is detachably connected with a plurality of positioning blocks (2), the upper end part of the wall body (1) is provided with a plurality of limiting grooves (3), the lower end part of each positioning block (2) is fixedly provided with a limiting block (4) matched with the limiting groove (3), the upper end part of each positioning block (2) is provided with a positioning groove (5) with the same size as the corresponding limiting groove (3), each positioning block (2) is provided with a first transverse hole (6) communicated with the corresponding positioning groove (5), a limiting rod (7) matched with the first transverse hole (6) is arranged in each first transverse hole (6), each limiting block (4) is provided with a concave hole (8) matched with the corresponding limiting rod (7), the upper end part of the wall body (1) is provided with a plurality of second transverse holes (9) communicated with the corresponding limiting grooves (3), a transverse rod (10) matched with the second transverse holes (9) is arranged in each second transverse hole (9), and each transverse rod (10) is matched with each concave hole (8); the lower end of the positioning block (2) is provided with a first connecting groove (13), the upper end of the positioning block (2) and the upper end of the wall body (1) are respectively provided with a second connecting groove (14), the positioning block (2) is connected with a connecting rod (15), the connecting rod (15) is matched with the first connecting groove (13) and the second connecting groove (14), the positioning block (2) is provided with a first transverse groove (16) communicated with the first connecting groove (13), the positioning block (2) and the wall body (1) are provided with a second transverse groove (17) communicated with the second connecting groove (14), one end of the connecting rod (15) is fixedly provided with a first transverse block (18) matched with the first transverse groove (16), and the other end of the connecting rod (15) is fixedly provided with a second transverse block (19) matched with the second transverse groove (17); all set firmly steel pipe (20) in first transverse groove (16) and second transverse groove (17), first horizontal piece (18) and second horizontal piece (19) all set up with through-hole (21) of steel pipe (20) looks adaptation, steel pipe (20) threaded connection has positioning bolt (22), positioning bolt (22) are equipped with nut (23), countersunk head groove (24) with nut (23) looks adaptation are all seted up in first horizontal piece (18) and second horizontal piece (19).
2. The waterside ecological flood prevention wall structure according to claim 1, wherein: trapezoidal groove (11) have been seted up along the direction of height to one side of locating piece (2), and trapezoidal piece (12) have been set firmly to one side that locating piece (2) deviate from trapezoidal groove (11).
3. The waterside ecological flood prevention wall structure according to claim 1, wherein: the lower end face of the positioning block (2) and the limiting block (4) are fixedly connected with a sealing gasket (25).
4. The waterside ecological flood prevention wall structure according to claim 1, characterized in that: the limiting rod (7) and the cross rod (10) are fixedly provided with a first magnetic attraction part, and a second magnetic attraction part which is attracted to the first magnetic attraction part is fixedly arranged in the concave hole (8).
5. The waterside ecological flood prevention wall structure according to claim 1, characterized in that: concrete reinforcing platforms (28) are fixedly arranged on two sides of the wall body (1).
6. The waterside ecological flood prevention wall structure according to claim 5, wherein: the concrete reinforcing platform (28) is provided with a ladder (29).
7. A construction method of the waterside ecological flood prevention wall structure aims at the waterside ecological flood prevention wall structure as claimed in any one of claims 1 to 6, and is characterized in that: when the water level is about to rise to the upper end face of the wall body (1), the first row of positioning blocks (2) are placed along the length direction of the wall body, the limiting blocks (4) are installed in the limiting grooves (3), and then the cross rods (10) penetrate through the second transverse holes (9) and are inserted into the concave holes (8), so that the first row of positioning blocks (2) are connected with the wall body (1); when the water level height continues to rise, the limiting blocks (4) of the second row of positioning blocks (2) are inserted into the positioning grooves (5) of the corresponding first row of positioning blocks (2), the limiting rods (7) penetrate through the first cross holes (6) and are inserted into the concave holes (8), the second row of positioning blocks (2) are connected with the first row of positioning blocks (2), the positioning blocks (2) with the corresponding heights are installed according to the rising height of the water level, the height of the uppermost row of positioning blocks (2) is larger than the height of the water level, and the flood prevention effect of the flood prevention wall is guaranteed.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111559133.9A CN114197387B (en) | 2021-12-20 | 2021-12-20 | Waterside ecological flood prevention wall structure and construction method thereof |
| PCT/CN2021/140538 WO2023115395A1 (en) | 2021-12-20 | 2021-12-22 | Water-side ecological flood wall structure, and construction method therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111559133.9A CN114197387B (en) | 2021-12-20 | 2021-12-20 | Waterside ecological flood prevention wall structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114197387A CN114197387A (en) | 2022-03-18 |
| CN114197387B true CN114197387B (en) | 2022-11-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111559133.9A Active CN114197387B (en) | 2021-12-20 | 2021-12-20 | Waterside ecological flood prevention wall structure and construction method thereof |
Country Status (2)
| Country | Link |
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| CN (1) | CN114197387B (en) |
| WO (1) | WO2023115395A1 (en) |
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| CN211849263U (en) * | 2020-03-28 | 2020-11-03 | 吴艳峰 | A can dismantle flood control wall for city flood control |
| CN211873408U (en) * | 2020-03-23 | 2020-11-06 | 广州金辉建设集团有限公司 | Prefabricated assembled concrete shear force wall |
| CN213359006U (en) * | 2020-07-27 | 2021-06-04 | 广东锦恒建筑有限公司 | Green building energy-saving wall |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205576836U (en) * | 2016-04-29 | 2016-09-14 | 西安科技大学 | Can increase quick anti -flood wall of formula |
| CN214613888U (en) * | 2021-03-19 | 2021-11-05 | 邯郸市亿润工程咨询有限公司 | Water conservancy flood control wall |
| CN214613894U (en) * | 2021-04-19 | 2021-11-05 | 莒南县应急管理局 | Hydraulic engineering modular flood prevention wall |
-
2021
- 2021-12-20 CN CN202111559133.9A patent/CN114197387B/en active Active
- 2021-12-22 WO PCT/CN2021/140538 patent/WO2023115395A1/en unknown
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014012526A1 (en) * | 2012-07-18 | 2014-01-23 | BOČEK, Jiři | A device for protecting buildings against floods and high water |
| US9885162B1 (en) * | 2016-09-16 | 2018-02-06 | Heinz Munz | Double-wall flood barrier |
| CN207537954U (en) * | 2017-10-20 | 2018-06-26 | 深圳市东深工程有限公司 | A kind of novel bulwark |
| CN211873408U (en) * | 2020-03-23 | 2020-11-06 | 广州金辉建设集团有限公司 | Prefabricated assembled concrete shear force wall |
| CN211849263U (en) * | 2020-03-28 | 2020-11-03 | 吴艳峰 | A can dismantle flood control wall for city flood control |
| CN213359006U (en) * | 2020-07-27 | 2021-06-04 | 广东锦恒建筑有限公司 | Green building energy-saving wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114197387A (en) | 2022-03-18 |
| WO2023115395A1 (en) | 2023-06-29 |
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