Vertical breakwater with plant root-shaped foundation

Abstract

The invention relates to the technical field of breakwaters, and discloses a vertical breakwater with a plant root-shaped foundation, which comprises a plurality of pile foundation mechanisms, a fixing mechanism is inserted into the upper end of each pile foundation mechanism, a top mechanism is arranged at the upper end of each fixing mechanism, and each pile foundation mechanism comprises a pile body. The outer column is integrally arranged on the outer side of the pile body, clamping holes are symmetrically formed in the upper end of the outer column, the fixing mechanism is connected with the clamping holes in a clamped mode, and the plant root system-shaped assembly is integrally arranged on the outer side of the pile body. According to the vertical breakwater, the energy of waves is effectively slowed down, so that the height and impact force of the waves are reduced, sediments in water are conveniently captured, accumulation of the sediments is promoted, the stability of silt is enhanced, coastal erosion is prevented, meanwhile, water on the two sides of the vertical breakwater is conveniently exchanged, the water quality is improved, ecological balance is promoted, and the using effect is effectively improved.

Description

Technical Field

[0001] The invention relates to the technical field of breakwaters, in particular to an upright breakwater with a plant root-like foundation. Background Art

[0002] Breakwaters are hydraulic structures used to defend against wave invasion and form a sheltered water area. As an important part of port hydraulic structures, breakwaters can protect port waters from the influence of wind and waves, maintain the stability of the waters in the port, and form a sheltered water area. The inner side of some breakwaters also serves as a dock or is equipped with certain anchoring equipment for ships to berth. According to their plan layout shape, they are divided into piers and island breakwaters; according to the cross-sectional form, they are divided into slope type, upright type and mixed type. The upright pile breakwater is a common coastal engineering structure with the advantages of structural stability, reduced sediment migration, and flexible construction, and is therefore widely used.

[0003] However, the vertical breakwaters of current port hydraulic structures will produce strong wave reflections due to their vertical pile structures, which may cause wave energy to gather in front of the embankment, aggravating coastal erosion. The vertical embankment may also restrict the natural flow of water and water quality exchange, leading to eutrophication of water or accumulation of pollutants, and destroying the original ecological environment, resulting in poor actual use of the breakwater. To this end, we provide a vertical breakwater with a plant root-like foundation to solve this problem. Summary of the invention

[0004] In view of the deficiencies in the prior art, the present invention provides an upright breakwater with a plant root-like foundation, which has the advantages of effectively mitigating the energy of waves, thereby reducing the height and impact force of waves, and conveniently capturing sediments in the water, promoting sediment accumulation, enhancing the stability of silt, and preventing coastal erosion. At the same time, it is convenient to exchange water quality on both sides of the upright breakwater, which is beneficial to improving water quality, promoting ecological balance, and effectively improving the use effect.

[0005] To achieve the above object, the present invention provides the following technical solutions: An upright breakwater with a plant root-like foundation, comprising a pile foundation mechanism, a plurality of groups of pile foundation mechanisms having upper ends plugged with fixing mechanisms, and a top mechanism being arranged at the upper end of the fixing mechanisms; The pile foundation mechanism comprises a pile body, an outer column is integrally arranged on the outer side of the pile body, a clamping hole is symmetrically arranged on the upper end of the outer column, the fixing mechanism is clamped with the clamping hole, a plant root-shaped component is integrally arranged on the outer side of the pile body, and a buffer component is screwed on the outer side of the pile foundation mechanism through bolts; The plant root system-shaped component comprises a plurality of rhizomes which are integrally connected with the pile body, and a plurality of convex stems are arranged on the outer sides of the rhizomes.

[0006] Furthermore, the pile body, outer column, rhizome and convex stem are all integrally cast by concrete.

[0007] Furthermore, the buffer assembly includes a first concrete block screwed to the pile body by bolts, a through hole plugged into the pile body is provided in the middle of the first concrete block, a rubber sleeve is installed in the inner cavity of the through hole, and a fixing column is integrally connected to the lower end of the first concrete block.

[0008] Furthermore, the upper end of the first concrete foundation block is provided with sockets around, the inner cavities of the sockets are plugged with plug posts, the upper ends of the plug posts are commonly connected to a galvanized square frame, the outer side of the galvanized square frame is provided with square grooves around, the inner cavities of the square grooves are movably plugged with nail-type columns, the diameter of the nail-type columns is smaller than the size of the inner cavity of the square grooves, one end of the nail-type columns is connected to a rubber vibration-damping seat, one end of the rubber vibration-damping seat is commonly connected to a second concrete foundation block, and the second concrete foundation block is movably sleeved on the outer side of the pile body.

[0009] Furthermore, the rubber sleeve and the rubber vibration damping seat are both made of corrosion-resistant rubber material.

[0010] Furthermore, galvanized steel sleeves are installed on the outer sides of the outer columns, and a galvanized pull rod is commonly connected between every two galvanized steel sleeves.

[0011] Furthermore, the fixing mechanism includes a reinforcement component fixedly plugged with multiple groups of pile bodies, the upper end of the reinforcement component is provided with a concrete cover plate, and the lower end of the concrete cover plate is provided with multiple groups of slots plugged with the pile bodies.

[0012] Furthermore, the reinforcement assembly includes multiple groups of steel structure boxes, each of which is provided with a socket fixedly plugged with the pile body, and the lower end of the steel structure box is symmetrically provided with a clamping column clamped with the clamping hole, the structure boxes are commonly connected with I-shaped steel, both sides of the I-shaped steel are welded with reinforcement plates, and both ends of the reinforcement plate are equidistantly welded with reinforcement ribs between the I-shaped steel, two groups of cross beams are commonly welded between every two of the steel structure boxes, and corrugated steel bars are commonly welded between every two of the cross beams.

[0013] Furthermore, the top structure includes protective sills cast on both sides of the upper end of the concrete cover plate, the upper end of the concrete cover plate is paved with a road surface body, and the upper ends of the protective sills are equipped with guardrails.

[0014] Compared with the prior art, the present invention provides an upright breakwater with a plant root-like foundation, which has the following beneficial effects: 1. The vertical breakwater with plant root-like foundation has multiple groups of rhizomes densely distributed on the outside of the pile body through the designed plant root-like components, and the outside of the pile body also has multiple convex stems, so as to effectively slow down the energy of the waves, thereby reducing the height and impact of the waves. As the foundation of the breakwater, the plant root-like components can also capture sediments in the water, promote the accumulation of sediments, enhance the stability of silt, and prevent coastal erosion. In addition, it is also conducive to the flow of water, and realizes the exchange of water quality on both sides of the vertical breakwater, which is conducive to improving water quality, promoting ecological balance, and helping to maintain and increase the sustainability of fishery resources, effectively improving the use effect; 2. The upright breakwater with plant root-like foundation is designed with a buffer component. When waves continuously hit the pile body, the pile body squeezes the rubber sleeve and the second concrete base block, and the second concrete base block further squeezes the rubber vibration-damping seat. The nail-shaped column outside the rubber vibration-damping seat can move in the inner cavity of the square groove, so that the pile body can squeeze the second concrete base block conveniently on all sides, thereby effectively buffering and releasing pressure through the rubber vibration-damping seat and rubber sleeve made of anti-corrosion rubber material, which is convenient for effectively protecting the pile body for stable support, and achieving the firm effect of this breakwater; 3. The upright breakwater with a plant root-like foundation is fixedly inserted on the outside of the pile body by a steel structure box, and the steel structure boxes are connected by I-steel, which improves the connection strength of a row of piles in the longitudinal direction. The reinforcing ribs connected between the I-steel and the reinforcing plate further improve the connection strength of the I-steel, effectively improving the connection firmness between a row of piles, and the crossbeams connected between the steel structure boxes, and the corrugated steel bars connected between the crossbeams, thereby increasing the connection strength between the two rows of piles in the horizontal direction, effectively improving the supporting firmness of the pile foundation mechanism of the breakwater, and the galvanized pull rods connected between the galvanized steel sleeves installed on the outside of the outer columns further increase the connection firmness between the outer columns, thereby increasing the stable supporting effect of the pile body. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the overall three-dimensional structure of the present invention; Figure 2 It is a schematic diagram of the three-dimensional structure of the top mechanism of the present invention; Figure 3 It is a schematic diagram of the three-dimensional split structure of the fixing mechanism of the present invention; Figure 4 This is a schematic diagram of the three-dimensional structure of the concrete cover plate of the present invention when viewed from above; Figure 5 It is a schematic diagram of a partial three-dimensional split structure of the present invention; Figure 6 It is a schematic diagram of the three-dimensional structure of the reinforcement component of the present invention; Figure 7It is a schematic diagram of the three-dimensional structure of the pile foundation mechanism of the present invention; Figure 8 It is a schematic diagram of the three-dimensional structure of a part of the pile foundation mechanism of the present invention; Fig. 9 It is a schematic diagram of the split three-dimensional structure of the buffer component of the present invention.

[0016] In the figure: 1, pile foundation mechanism; 11, pile body; 12, outer column; 13, clamp hole; 14, plant root-like component; 141, rhizome; 142, convex stem; 15, buffer component; 151, first concrete foundation block; 152, through hole; 153, rubber sleeve; 154, plug hole; 155, fixed column; 156, galvanized square frame; 157, plug column; 158, square groove; 159, nail-type column; 1510, rubber vibration damping seat; 151 1. Second concrete foundation block; 16. Galvanized steel sleeve; 17. Galvanized pull rod; 2. Fixing mechanism; 21. Reinforcement assembly; 211. Steel structure box; 212. Socket; 213. Column; 214. I-shaped steel; 215. Reinforcement plate; 216. Reinforcement rib; 217. Crossbeam; 218. Corrugated steel bar; 22. Concrete cover plate; 23. Slot; 3. Top mechanism; 31. Pavement body; 32. Protective sill; 33. Guardrail. DETAILED DESCRIPTION

[0017] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the accompanying drawings in the embodiments of the present invention.

[0018] See also Figure 1-9 A vertical breakwater with a plant root-like foundation includes a pile foundation mechanism 1, which includes a pile body 11, an outer column 12 is integrally arranged on the outer side of the pile body 11, and a clamping hole 13 is symmetrically arranged on the upper end of the outer column 12, and a fixing mechanism 2 is clamped with the clamping hole 13, and a plant root-like component 14 is integrally arranged on the outer side of the pile body 11. The plant root-like component 14 includes a plurality of rhizomes 141 integrally connected with the pile body 11, and a plurality of convex stems 142 are arranged on the outer side of the rhizomes 141. The pile body 11, the outer column 12, the rhizomes 141 and the convex stems 142 are all integrally cast by concrete, and a galvanized steel sleeve 16 is installed on the outer side of the outer column 12, and a galvanized pull rod 17 is commonly connected between every two galvanized steel sleeves 16.

[0019] The pile body 11, outer column 12, rhizome 141 and convex stem 142 cast in one piece by concrete effectively increase the connection strength therebetween, thereby increasing the stability and firmness of its support. The galvanized pull rod 17 connected between the galvanized steel sleeves 16 installed on the outside of the outer column 12 further increases the connection firmness between the outer columns 12, thereby increasing the stable support effect of the pile body 11. The designed plant root-like component 14, whose multiple groups of rhizomes 141 are densely distributed on the outside of the pile body 11, and its outside also has multiple convex stems 142, effectively slows down the energy of the waves, thereby reducing the height and impact of the waves. As the basis of the breakwater, this plant root-like component 14 can also capture sediments in the water, promote the accumulation of sediments, enhance the stability of silt, and prevent coastal erosion. In addition, it is also beneficial to the flow of water, realizes the exchange of water quality on both sides of the upright breakwater, is beneficial to improving water quality, promoting ecological balance, and helps to maintain and increase the sustainability of fishery resources, effectively improving the use effect.

[0020] The outer side of the pile foundation mechanism 1 is screwed with a buffer assembly 15 by bolts, and the buffer assembly 15 includes a first concrete foundation block 151 screwed with the pile body 11 by bolts, a through hole 152 plugged with the pile body 11 is provided in the middle of the first concrete foundation block 151, and a rubber sleeve 153 is installed in the inner cavity of the through hole 152, and a fixing column 155 is integrally connected to the lower end of the first concrete foundation block 151, and plug holes 154 are provided around the upper end of the first concrete foundation block 151, and plug columns 157 are plugged into the inner cavity of the plug holes 154, and the upper ends of the plug columns 157 are They are commonly connected with a galvanized square frame 156, and square grooves 158 are arranged around the outer side of the galvanized square frame 156. The inner cavity of the square grooves 158 is movably inserted with nail-type columns 159, and the diameter of the nail-type columns 159 is smaller than the inner cavity size of the square grooves 158. One end of the nail-type columns 159 is connected with a rubber vibration-damping seat 1510, and one end of the rubber vibration-damping seat 1510 is commonly connected with a second concrete foundation block 1511, and the second concrete foundation block 1511 is movably sleeved on the outer side of the pile body 11. The rubber sleeve 153 and the rubber vibration-damping seat 1510 are both made of anti-corrosion rubber material.

[0021] When waves continuously hit the pile body 11, the pile body 11 squeezes the rubber sleeve 153 and the second concrete base block 1511, and the second concrete base block 1511 further squeezes the rubber vibration damping seat 1510, and the nail-shaped column 159 on the outside of the rubber vibration damping seat 1510 can move in the inner cavity of the square groove 158, so that the pile body 11 can squeeze the second concrete base block 1511 conveniently on all sides, thereby effectively buffering and relieving pressure through the rubber vibration damping seat 1510 and the rubber sleeve 153 made of anti-corrosion rubber material, so as to effectively protect the pile body 11 for stable support.

[0022] The upper ends of the multiple pile foundation mechanisms 1 are plugged with fixing mechanisms 2, and the fixing mechanisms 2 include reinforcement components 21 fixedly plugged with the multiple pile bodies 11. The upper ends of the reinforcement components 21 are provided with concrete cover plates 22, and the lower ends of the concrete cover plates 22 are provided with multiple slots 23 plugged with the pile bodies 11. The reinforcement components 21 include multiple steel structure boxes 211, and the multiple steel structure boxes 211 are all provided with sockets 212 fixedly plugged with the pile bodies 11. The lower ends of the steel boxes 11 are symmetrically provided with clamping columns 213 that are clamped with the clamping holes 13, the structural boxes 211 are commonly connected with I-shaped steels 214, reinforcing plates 215 are welded on both sides of the I-shaped steels 214, reinforcing ribs 216 are equidistantly welded between the two ends of the reinforcing plates 215 and the I-shaped steels 214, two groups of cross beams 217 are commonly welded between every two steel structural boxes 211, and corrugated steel bars 218 are commonly welded between every two cross beams 217.

[0023] The clamping column 213 at the lower end of the steel structure box 211 is clamped into the clamping hole 13 at the upper end of the outer column 12, and the insertion hole 212 at the upper end of the steel structure box 211 is inserted into the outside of the pile body 11, so that the steel structure box 211 can be effectively installed, and the steel structure box 211 and the pile body 11 are screwed and fixed by bolts, so that the steel structure box 211 is fixedly inserted on the outside of the pile body 11, and the steel structure boxes 211 are connected by the I-shaped steel 214, which improves the connection strength of a row of pile bodies 11 in the longitudinal direction, and the reinforcing ribs 216 are connected between the I-shaped steel 214 and the reinforcing plate 215, which further improves the connection strength of the I-shaped steel 214, and effectively improves the connection firmness between a row of pile bodies 11, and the cross beams 217 connected between the steel structure boxes 211, and the corrugated steel bars 218 are connected between the cross beams 217, so as to increase the connection strength between the two rows of pile bodies 11 in the horizontal direction, and effectively improve the supporting firmness effect of the pile foundation mechanism 1 of this breakwater.

[0024] A top mechanism 3 is provided at the upper end of the fixing mechanism 2. The top mechanism 3 includes protective sills 32 cast on both sides of the upper end of the concrete cover slab 22. A pavement body 31 is paved on the upper end of the concrete cover slab 22. Guardrails 33 are installed on the upper ends of the protective sills 32.

[0025] The designed protection threshold 32 and protection railing 33 can provide effective safety protection for vehicles traveling on the road surface body 31 and people walking on the road surface body 31, and is easy to use.

[0026] Working principle: The present invention effectively increases the connection strength between the pile body 11, the outer column 12, the rhizome 141 and the convex stem 142 formed by the integrated concrete pouring, thereby increasing the stability and firmness of the support. The galvanized pull rod 17 is connected between the galvanized steel sleeves 16 installed on the outer side of the outer column 12, which further increases the connection firmness between the outer columns 12, thereby increasing the stable support effect of the pile body 11. The designed plant root-like component 14, whose multiple groups of rhizomes 141 are densely distributed on the outer side of the pile body 11, and the outer side also has multiple convex stems 142, effectively slows down the energy of the waves, thereby reducing the height and impact of the waves. As the foundation of the breakwater, this plant root-like component 14 can also capture sediments in the water, promote the accumulation of sediments, enhance the stability of silt, and prevent coastal erosion. In addition, it is also conducive to the flow of water, realizes the exchange of water quality on both sides of the vertical breakwater, is conducive to improving water quality, promoting ecological balance, and helping to maintain and increase the sustainability of fishery resources, effectively improving the use effect; Furthermore, by designing the buffer component 15, when waves continuously hit the pile body 11, the pile body 11 squeezes the rubber sleeve 153 and the second concrete base block 1511, and the second concrete base block 1511 further squeezes the rubber vibration-damping seat 1510, and the nail-shaped column 159 outside the rubber vibration-damping seat 1510 can move in the inner cavity of the square groove 158, so that the pile body 11 can squeeze the second concrete base block 1511 conveniently on all sides, thereby effectively buffering and releasing pressure through the rubber vibration-damping seat 1510 and the rubber sleeve 153 made of anti-corrosion rubber material, so as to effectively protect the pile body 11 for stable support; The steel structure box 211 is conveniently installed by inserting the clamping column 213 at the lower end of the steel structure box 211 into the clamping hole 13 at the upper end of the outer column 12, and the plug hole 212 at the upper end of the steel structure box 211 is inserted into the outside of the pile body 11. The steel structure box 211 is screwed and fixed to the pile body 11 by bolts, so that the steel structure box 211 is fixedly inserted on the outside of the pile body 11. The steel structure boxes 211 are connected by the I-shaped steel 214, which improves the connection strength of a row of pile bodies 11 in the longitudinal direction. The connection between the I-shaped steel 214 and the reinforcing plate 215 is convenient. The reinforcing ribs 216 further increase the connection strength of the I-shaped steel 214, and effectively improve the connection firmness between a row of pile bodies 11. The cross beams 217 connecting the steel structure boxes 211 and the corrugated steel bars 218 connecting the cross beams 217 increase the connection strength between the two rows of pile bodies 11 in the horizontal direction, and effectively improve the supporting firmness of the pile foundation mechanism 1 of the breakwater. The top mechanism, through the designed protective sill 32 and guardrail 33, provides effective safety protection for vehicles traveling on the pavement body 31 and people walking, and is easy to use.

Claims

1. An upright breakwater with a plant root-like foundation, comprising a pile foundation mechanism (1), characterized in that: The upper ends of the plurality of groups of pile foundation mechanisms (1) are plugged with fixing mechanisms (2), and the upper ends of the fixing mechanisms (2) are provided with top mechanisms (3); The pile foundation mechanism (1) comprises a pile body (11), an outer column (12) is integrally provided on the outer side of the pile body (11), a clamping hole (13) is symmetrically provided on the upper end of the outer column (12), the fixing mechanism (2) is clamped with the clamping hole (13), a plant root-shaped component (14) is integrally provided on the outer side of the pile body (11), and a buffer component (15) is screwed to the outer side of the pile foundation mechanism (1) via bolts; The plant root-like component (14) comprises a plurality of groups of rhizomes (141) integrally connected to the pile body (11), and a plurality of groups of convex stems (142) are arranged on the outside of the rhizomes (141).

2. The vertical breakwater with plant root-like foundation according to claim 1, characterized in that: The pile body (11), the outer column (12), the rhizome (141) and the protruding stem (142) are all integrally cast with concrete.

3. The vertical breakwater with plant root-like foundation according to claim 1, characterized in that: The buffer assembly (15) comprises a first concrete base block (151) screwed to a pile body (11) via bolts, a through hole (152) plugged into the pile body (11) is provided in the middle of the first concrete base block (151), a rubber sleeve (153) is installed in the inner cavity of the through hole (152), and a fixing column (155) is integrally connected to the lower end of the first concrete base block (151).

4. The vertical breakwater with plant root-like foundation according to claim 3, characterized in that: The upper end of the first concrete foundation block (151) is provided with insertion holes (154) on all sides, the inner cavities of the insertion holes (154) are plugged with insertion columns (157), the upper ends of the insertion columns (157) are commonly connected to a galvanized square frame (156), the outer sides of the galvanized square frame (156) are provided with square grooves (158) on all sides, the inner cavities of the square grooves (158) are movably plugged with nail-shaped columns (159), the diameter of the nail-shaped columns (159) is smaller than the inner cavity size of the square grooves (158), one end of the nail-shaped columns (159) is connected to a rubber vibration-damping seat (1510), one end of the rubber vibration-damping seat (1510) is commonly connected to a second concrete foundation block (1511), and the second concrete foundation block (1511) is movably sleeved on the outer side of the pile body (11).

5. The vertical breakwater with plant root-like foundation according to claim 4, characterized in that: The rubber sleeve (153) and the rubber vibration damping seat (1510) are both made of corrosion-resistant rubber material.

6. The vertical breakwater with plant root-like foundation according to claim 1, characterized in that: The outer sides of the outer columns (12) are each installed with a galvanized steel sleeve (16), and a galvanized pull rod (17) is commonly connected between every two of the galvanized steel sleeves (16).

7. The vertical breakwater with plant root-like foundation according to claim 1, characterized in that: The fixing mechanism (2) comprises a reinforcement component (21) fixedly plugged with a plurality of pile bodies (11), a concrete cover plate (22) being provided at the upper end of the reinforcement component (21), and a plurality of slots (23) plugged with the pile bodies (11) being provided at the lower end of the concrete cover plate (22).

8. The vertical breakwater with plant root-like foundation according to claim 7, characterized in that: The reinforcement assembly (21) comprises a plurality of groups of steel structure boxes (211), each of the plurality of groups of steel structure boxes (211) being provided with a socket (212) fixedly plugged with a pile body (11), a clamping column (213) being symmetrically provided at the lower end of each of the steel structure boxes (211) being clamped with a clamping hole (13), an I-shaped steel (214) being commonly connected between the structure boxes (211), reinforcing plates (215) being welded on both sides of the I-shaped steel (214), reinforcing ribs (216) being equidistantly welded between both ends of the reinforcing plates (215) and the I-shaped steel (214), two groups of cross beams (217) being commonly welded between every two of the steel structure boxes (211), and a corrugated steel bar (218) being commonly welded between every two of the cross beams (217).

9. The vertical breakwater with plant root-like foundation according to claim 7, characterized in that: The top structure (3) comprises protective sills (32) cast on both sides of the upper end of a concrete cover plate (22), a road surface body (31) is paved on the upper end of the concrete cover plate (22), and guardrails (33) are installed on the upper ends of the protective sills (32).

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