CN109706884A - A kind of breakwater - Google Patents

A kind of breakwater Download PDF

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Publication number
CN109706884A
CN109706884A CN201910128802.3A CN201910128802A CN109706884A CN 109706884 A CN109706884 A CN 109706884A CN 201910128802 A CN201910128802 A CN 201910128802A CN 109706884 A CN109706884 A CN 109706884A
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CN
China
Prior art keywords
wave
plate
buoyancy tank
subtract
eliminating board
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Pending
Application number
CN201910128802.3A
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Chinese (zh)
Inventor
戴卫伟
许润江
刘俊
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Army Military Transportation University of PLA Zhenjiang
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Army Military Transportation University of PLA Zhenjiang
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Application filed by Army Military Transportation University of PLA Zhenjiang filed Critical Army Military Transportation University of PLA Zhenjiang
Priority to CN201910128802.3A priority Critical patent/CN109706884A/en
Publication of CN109706884A publication Critical patent/CN109706884A/en
Pending legal-status Critical Current

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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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Abstract

The present invention provides a kind of breakwater, wave dissipation effect of the present invention is good;Play the role of consuming wave energy by meeting wave component, meets wave plate using first and arc-shaped transition plate stops wave wave peak, reduce wave peak value, realize and subtract energy for the first time;First meet wave plate, second meet wave plate, third meets wave plate and surrounds abatement area, meet wave plate from first when wave and fall or after transition plates reflects, by subtract can hole enter abatement area, using subtract can hole and abatement area carry out secondary subtracting energy;By disappearing, unrestrained component improves wave absorbing effect, reduces unrestrained rate thoroughly, completes the unrestrained process that repeatedly disappears using the first wave eliminating board, the second wave eliminating board, third wave eliminating board;Wave realizes the wave that disappears for the first time after the unrestrained slot that disappears is broken;The secondary wave that disappears is realized by the second wave eliminating board, third wave eliminating board subsequently into the area Xiao Lang;It swings component by subtracting breakwater is made to restore calm as early as possible, subtract using first and swing plate, second subtract underwater Sasser caused by swinging plate abatement wave, reduce underwater Sasser to the impact force of breakwater.

Description

A kind of breakwater
Technical field
The present invention relates to field of ocean engineering, and in particular to a kind of breakwater.
Background technique
Contacting for gradually utilization along with people to marine resources, the mankind and ocean is even closer, and the mankind are to ocean work The research of journey is also more protruded into and comprehensively.In the engineering research of deep-sea, the interaction of wave and marine structure is always The accumulation point of people, and breakwater is important one of marine structure.Breakwater is defence wave invasion, forms a masking Hydraulic structure required for waters.Breakwater is located at the periphery of harbour water area, and the invasion of anti-quicksand and ice slush, guarantee of relying It berthed in port with the enough depth of water and the stable water surface with meeting ship in port, carry out handling operation and enter and leave wanting for navigation It asks.Breakwater plays the role of blocking wave impact force, maintenance basin, maintains the water surface smoothly.
Existing breakwater includes gravity type, floatage-type, and according to the research surface of Wave Theory, the energy of wave is concentrated on Water surface surface layer, water surface three times wave height below have concentrated the 98% of whole wave energy.The anti-waviness of gravity type is general only to carry out one to wave Secondary wave absorption, wave dissipation effect is unobvious, and at high cost;Cost is relatively low for floatage-type breakwater, but also general only to wave progress one Secondary wave absorption, wave dissipation effect are not able to satisfy the requirement of people.
Summary of the invention
In order to solve the problems in the existing technology, the present invention provides a kind of breakwater, have wave dissipation effect good Feature.
Technical proposal that the invention solves the above-mentioned problems are as follows: a kind of breakwater, including multiple sequentially connected breakwater lists Member, anchor chain, anchoring clump weight;
Breakwater unit includes buoyancy tank, meets wave component, the unrestrained component that disappears, subtracts and swing component;
Meet wave component and be located at buoyancy tank upper surface, meet wave component include first meet wave plate, second meet wave plate, third meets wave plate, transition Plate, first meets wave plate rear and front end is connected with transition plates respectively, and transition plates is arc structure, and it is tangent that transition plates with first meets wave plate;
First meets and is equipped with multiple second between wave plate and buoyancy tank and meets wave plate, and second meets wave board ends meets wave plate, floating with first respectively Case links into an integrated entity, and second meets wave plate is uniformly distributed along Y-direction;Second meet wave plate section be it is arc-shaped, second meets and sets on wave plate There is multiple subtract can hole;
First meets and is equipped with multiple thirds between wave plate and buoyancy tank and meets wave plate, and third is met wave plate and met before and after wave plate symmetrically with second, the Three meet that wave board ends meet wave plate with first respectively, buoyancy tank links into an integrated entity, and third is met wave plate and is uniformly distributed along Y-direction;Third is met Wave plate section be it is arc-shaped, third meet wave plate be equipped with multiple subtract can hole;
The unrestrained component that disappears is located at the front and rear sides of buoyancy tank, and the unrestrained component that disappears includes the first wave eliminating board, the second wave eliminating board, support plate;
Support plate links into an integrated entity with buoyancy tank lower end surface, and support plate is equipped with multiple through-holes;First wave eliminating board is located in support plate Side, the first wave eliminating board section are arc structure, and the first wave eliminating board both ends link into an integrated entity with support plate, buoyancy tank respectively, and first disappears Wave plate, support plate form the area Xiao Lang between buoyancy tank;First wave eliminating board is equipped with multiple unrestrained slots that disappear, and the unrestrained slot that disappears uniformly divides along Y-direction Cloth, the section for the unrestrained slot that disappears are arc-shaped;
The second wave eliminating board, third wave eliminating board are equipped in the area Xiao Lang;Second wave eliminating board is uniformly distributed along Y-direction, the second wave eliminating board two End links into an integrated entity with the first wave eliminating board, support plate respectively, and the second wave eliminating board is located at immediately below the unrestrained slot that disappears, and sets on the second wave eliminating board There are multiple unrestrained holes that disappear, the unrestrained hole that disappears is distributed in multiple lines and multiple rows matrix;Third wave eliminating board is between the second wave eliminating board and buoyancy tank, third Wave eliminating board is equipped with multiple unrestrained holes that disappear, and the unrestrained hole that disappears is distributed in multiple lines and multiple rows matrix;
Subtract and swing component and be located at buoyancy tank lower end surface, subtract swing component include first subtract swing plate, second subtract swing plate, third subtracts and swings plate, reinforces Part;
First subtracts and swings the front and rear sides that plate is located at buoyancy tank, and two first subtract and swing plate about symmetrical before and after buoyancy tank, and first subtracts and swing Plate one end and support plate inclination connect;
Second subtracts to swing plate and subtract positioned at first and swings below plate, and second subtracts to swing plate and subtract with first and swing plate and link into an integrated entity, and second subtracts and swing plate It is vertical with support plate;
First subtracts and swings plate, second subtracts and swing between plate, support plate and buoyancy tank the formation area Jian Neng;The first reinforcer is equipped in the area Jian Neng, For two the first reinforcers about symmetrical before and after buoyancy tank, the first reinforcer subtracts that swing plate parallel with first;First reinforcer both ends difference Subtract with buoyancy tank, second and swings plate and link into an integrated entity;
The second reinforcer is equipped between two the first reinforcers, two the second reinforcers are about symmetrical before and after buoyancy tank, the second reinforcement Part is parallel with the first reinforcer;Second reinforcer both ends subtract with buoyancy tank, second respectively swings plate and links into an integrated entity.
Further, buoyancy tank upper surface is equipped with engaging lug, and engaging lug is located on four angles of buoyancy tank;Buoyancy tank lower end surface Equipped with mounting ring, mounting ring is located on four angles of buoyancy tank, and anchor chain one end is connect with mounting ring, the other end and anchoring counterweight Block connection.
Further, first to subtract the angle swung between plate and support plate be 15 ° -45 °.
Further, the first wave eliminating board institute is 90 ° to central angle.
Further, the first reinforcer, the second reinforcer are rectangular frame structure, are equipped with multiple reinforcements in rectangular frame Muscle, reinforcing rib are uniformly distributed along Y-direction, and the first reinforcer or the second reinforcer are divided into multiple reinforcement areas, Mei Gejia by reinforcing rib Steel wire is equipped in strong area, steel wire, which is fixed on, to be reinforced in area.
The present invention has the utility model has the advantages that wave dissipation effect of the present invention is good;Play the role of consuming wave energy, benefit by meeting wave component Wave plate is met with first and arc-shaped transition plate stops wave wave peak, is reduced wave peak value, is realized and subtract energy for the first time;First meets wave plate, Two meet wave plate, third meets wave plate and surrounds abatement area, meet wave plate from first when wave and fall or after transition plates reflects, can hole by subtracting Into abatement area, using subtract can hole and abatement area carry out it is secondary subtract can, so that Wave energy greatly reduces;By disappearing, unrestrained component is mentioned High wave absorbing effect, reduces unrestrained rate thoroughly, completes the unrestrained process that repeatedly disappears using the first wave eliminating board, the second wave eliminating board, third wave eliminating board;Wave Wave is spread around after the unrestrained slot that disappears is broken, and energy reduces, and realizes the wave that disappears for the first time;Subsequently into the area Xiao Lang, process second disappears Wave plate, third wave eliminating board realize the secondary wave that disappears, and reduce wave force;It swings component by subtracting breakwater is made to restore calm as early as possible; Subtract using first swing plate, second subtract swing plate abatement wave caused by underwater Sasser, reduce underwater Sasser and breakwater rushed Hit power;The integral strength that breakwater is improved using the first reinforcer, the second reinforcer is improved anti-impact force, while utilizing steel wire Further abatement is remaining unrestrained for net.
Detailed description of the invention
Fig. 1 is top view of the present invention.
Fig. 2 is breakwater unit top view of the present invention.
Fig. 3 is breakwater unit main view of the present invention.
Fig. 4 is breakwater unit left view of the present invention.
Fig. 5 is that the present invention disappears unrestrained component structure diagram.
Fig. 6 is the cross-sectional view in Fig. 5 along the direction A-A.
Fig. 7 is the cross-sectional view in Fig. 5 along the direction B-B.
Fig. 8 is the first reinforcement structure schematic diagram of the invention.
In figure: 1- breakwater unit, 2- buoyancy tank, 3- meet wave component, and 4- disappears unrestrained component, and 5-, which subtracts, swings component, 6- anchor chain, 7- anchor Pool clump weight, 201- engaging lug, 202- mounting ring, 301- first meet wave plate, and 302- second meets wave plate, 303- transition plates, 304- Subtract can hole, 305- third meets wave plate, the first wave eliminating board of 401-, the second wave eliminating board of 402-, 403- support plate, the area 405- Xiao Lang, 406- disappears unrestrained slot, and 407- disappears unrestrained hole, and 408- third wave eliminating board, 501- first, which subtracts, swings plate, and 502- second, which subtracts, swings plate, and 503- subtracts energy Area, the first reinforcer of 504-, the second reinforcer of 505-, 506- reinforcing rib, 507- reinforce area, 508- steel wire.
Specific embodiment
With reference to the accompanying drawing and specific embodiment the present invention is further illustrated.
A kind of breakwater, including multiple sequentially connected breakwater units 1, breakwater unit 1 pass through anchor chain 6 and anchoring Clump weight 7 anchors;The integral inline, multirow that can be connected by engaging lug 201 of breakwater unit 1 is staggered Or circular arc arrangement carry out using;
Breakwater unit 1 includes buoyancy tank 2, meets wave component 3, the unrestrained component 4 that disappears, subtracts and swing component 5;
2 upper surface of buoyancy tank is equipped with engaging lug 201, and engaging lug 201 is located on four angles of buoyancy tank 2;2 lower end surface of buoyancy tank is equipped with Mounting ring 202, mounting ring 202 are located on four angles of buoyancy tank 2, and 6 one end of anchor chain is connect with mounting ring 202, the other end with The clump weight 7 that anchors connects;
Meet wave component 3 and be located at 2 upper surface of buoyancy tank, meet wave component 3 include first meet wave plate 301, second meet wave plate 302, third is met Wave plate 305, transition plates 303, first meets 301 rear and front end of wave plate is connected with transition plates 303 respectively, and transition plates 303 is arc structure, It is tangent that transition plates 303 with first meets wave plate 301;
First meets and is equipped with multiple second between wave plate 301 and buoyancy tank 2 and meets wave plate 302, and second meets 302 both ends of wave plate respectively with first Meet wave plate 301, buoyancy tank 2 links into an integrated entity, second meets wave plate 302 is uniformly distributed along Y-direction;Second meets 302 section of wave plate as circle Arc, second meets wave plate 302 can hole 304 equipped with multiple subtract;
First meet between wave plate 301 and buoyancy tank 2 be equipped with multiple thirds meet wave plate 305, third meets wave plate 305 and second and meets wave plate 302 front and backs are symmetrical, and third meets that 305 both ends of wave plate meet wave plate 301 with first respectively, buoyancy tank 2 links into an integrated entity, and third meets wave plate 305 are uniformly distributed along Y-direction;Third meet 305 section of wave plate be it is arc-shaped, third meet wave plate 305 be equipped with multiple subtract can hole 304;
Play the role of consuming wave energy by meeting wave component 3, meets wave plate 301 using first and arc-shaped transition plate 303 stops wave Unrestrained peak reduces wave peak value, reduces the harm at wave wave peak, realizes and subtracts energy for the first time;First meets wave plate 301, second meets wave plate 302, third meet wave plate 305 surround abatement area, when wave from first meet wave plate 301 fall or transition plates 303 reflect after, by subtracting Can hole 304 enter abatement area, using subtract can hole 304 and abatement area carry out it is secondary subtract can, so that Wave energy greatly reduces;
The unrestrained component 4 that disappears is located at the front and rear sides of buoyancy tank 2, and the unrestrained component 4 that disappears includes the first wave eliminating board 401, the second wave eliminating board 402, branch Fagging 403;
Support plate 403 links into an integrated entity with 2 lower end surface of buoyancy tank, and support plate 403 is equipped with multiple through-holes;First wave eliminating board 401 Above support plate 403,401 section of the first wave eliminating board be arc structure, the first wave eliminating board 401 to central angle be 90 °, first 401 both ends of wave eliminating board link into an integrated entity with support plate 403, buoyancy tank 2 respectively, the first wave eliminating board 401, support plate 403, buoyancy tank 2 it Between formed the area Xiao Lang 405;First wave eliminating board 401 is equipped with multiple unrestrained slots 406 that disappear, and the unrestrained slot 406 that disappears is uniformly distributed along Y-direction, disappears The section of unrestrained slot 406 is arc-shaped;
The second wave eliminating board 402, third wave eliminating board 408 are equipped in the area Xiao Lang 405;Second wave eliminating board 402 is uniformly distributed along Y-direction, Second wave eliminating board, 402 both ends link into an integrated entity with the first wave eliminating board 401, support plate 403 respectively, and the second wave eliminating board 402, which is located at, to disappear Immediately below unrestrained slot 406, the second wave eliminating board 402 is equipped with multiple unrestrained holes 407 that disappear, and the unrestrained hole 407 that disappears is distributed in multiple lines and multiple rows matrix;The Three wave eliminating boards 408 are between the second wave eliminating board 402 and buoyancy tank 2, and third wave eliminating board 408 is equipped with multiple unrestrained holes 407 that disappear, and disappear wave Hole 407 is distributed in multiple lines and multiple rows matrix;
By disappearing, unrestrained component 4 improves wave absorbing effect, reduces unrestrained rate thoroughly, utilizes the first wave eliminating board 401, the second wave eliminating board 402, third Wave eliminating board 408 completes the unrestrained process that repeatedly disappears;Wave is spread around after the unrestrained slot 406 that disappears is broken, and energy reduces, and is realized just The secondary wave that disappears;The secondary wave that disappears is realized by the second wave eliminating board 402, third wave eliminating board 408 subsequently into the area Xiao Lang 405, reduces wave Unrestrained active force;
Subtract and swing component 5 and be located at 2 lower end surface of buoyancy tank, subtract swing component 5 include first subtract swing plate 501, second subtract swing plate 502, third subtracts Swing plate, reinforcer;
First subtracts and swings the front and rear sides that plate 501 is located at buoyancy tank 2, and two first subtract that swing plate 501 symmetrical about 2 front and back of buoyancy tank, First subtracts and swings 501 one end of plate and the inclination of support plate 403 connects, first subtract the angle for swinging between plate 501 and support plate 403 be 15 °- 45°;
Second subtracts to swing plate 502 and subtract positioned at first and swings the lower section of plate 501, and second subtracts and swing plate 502 and first and subtract and swing plate 501 and connect into one Body, second subtracts that swing plate 502 vertical with support plate 403;
First subtracts and swings plate 501, second subtracts and swing between plate 502, support plate 403 and buoyancy tank 2 the formation area Jian Neng 503;In the area Jian Neng 503 Equipped with the first reinforcer 504, two the first reinforcers 504 are symmetrical about 2 front and back of buoyancy tank, and the first reinforcer 504 subtracts with first to be swung Plate 501 is parallel;First reinforcer, 504 both ends subtract with buoyancy tank 2, second respectively swings plate 502 and links into an integrated entity;
The second reinforcer 505 is equipped between two the first reinforcers 504, two the second reinforcers 505 are right about 2 front and back of buoyancy tank Claim, the second reinforcer 505 is parallel with the first reinforcer 504;Second reinforcer, 505 both ends subtract with buoyancy tank 2, second respectively swings plate 502 link into an integrated entity;
First reinforcer 504, the second reinforcer 505 are rectangular frame structure, are equipped with multiple reinforcing ribs 506 in rectangular frame, Reinforcing rib 506 is uniformly distributed along Y-direction, and reinforcing rib 506 divides the first reinforcer 504 or the second reinforcer 505 for multiple reinforcements Area 507, each reinforcement area 507 is interior to be equipped with steel wire 508, and steel wire 508, which is fixed on, to be reinforced in area 507;
It swings component 5 by subtracting breakwater is made to restore calm as early as possible;Subtract using first swing plate 501, second subtract swing plate 502 cut down wave Caused by underwater Sasser, reduce underwater Sasser to the impact force of breakwater;Utilize the first reinforcer 504, the second reinforcer 505 improve the integral strength of breakwater, improve anti-impact force, while further cutting down remaining wave using steel wire 508.
Many other changes and remodeling can be made by not departing from the spirit and scope of the present invention.It should be appreciated that the present invention is not It is limited to specific embodiment, the scope of the present invention is defined by the following claims.

Claims (5)

1. a kind of breakwater, which is characterized in that including multiple sequentially connected breakwater units, anchor chain, anchoring clump weight;
Breakwater unit includes buoyancy tank, meets wave component, the unrestrained component that disappears, subtracts and swing component;
Meet wave component and be located at buoyancy tank upper surface, meet wave component include first meet wave plate, second meet wave plate, third meets wave plate, transition Plate, first meets wave plate rear and front end is connected with transition plates respectively, and transition plates is arc structure, and it is tangent that transition plates with first meets wave plate;
First meets and is equipped with multiple second between wave plate and buoyancy tank and meets wave plate, and second meets wave board ends meets wave plate, floating with first respectively Case links into an integrated entity, and second meets wave plate is uniformly distributed along Y-direction;Second meet wave plate section be it is arc-shaped, second meets and sets on wave plate There is multiple subtract can hole;
First meets and is equipped with multiple thirds between wave plate and buoyancy tank and meets wave plate, and third is met wave plate and met before and after wave plate symmetrically with second, the Three meet that wave board ends meet wave plate with first respectively, buoyancy tank links into an integrated entity, and third is met wave plate and is uniformly distributed along Y-direction;Third is met Wave plate section be it is arc-shaped, third meet wave plate be equipped with multiple subtract can hole;
The unrestrained component that disappears is located at the front and rear sides of buoyancy tank, and the unrestrained component that disappears includes the first wave eliminating board, the second wave eliminating board, support plate;
Support plate links into an integrated entity with buoyancy tank lower end surface, and support plate is equipped with multiple through-holes;First wave eliminating board is located in support plate Side, the first wave eliminating board section are arc structure, and the first wave eliminating board both ends link into an integrated entity with support plate, buoyancy tank respectively, and first disappears Wave plate, support plate form the area Xiao Lang between buoyancy tank;First wave eliminating board is equipped with multiple unrestrained slots that disappear, and the unrestrained slot that disappears uniformly divides along Y-direction Cloth, the section for the unrestrained slot that disappears are arc-shaped;
The second wave eliminating board, third wave eliminating board are equipped in the area Xiao Lang;Second wave eliminating board is uniformly distributed along Y-direction, the second wave eliminating board two End links into an integrated entity with the first wave eliminating board, support plate respectively, and the second wave eliminating board is located at immediately below the unrestrained slot that disappears, and sets on the second wave eliminating board There are multiple unrestrained holes that disappear, the unrestrained hole that disappears is distributed in multiple lines and multiple rows matrix;Third wave eliminating board is between the second wave eliminating board and buoyancy tank, third Wave eliminating board is equipped with multiple unrestrained holes that disappear, and the unrestrained hole that disappears is distributed in multiple lines and multiple rows matrix;
Subtract and swing component and be located at buoyancy tank lower end surface, subtract swing component include first subtract swing plate, second subtract swing plate, third subtracts and swings plate, reinforces Part;
First subtracts and swings the front and rear sides that plate is located at buoyancy tank, and two first subtract and swing plate about symmetrical before and after buoyancy tank, and first subtracts and swing Plate one end and support plate inclination connect;
Second subtracts to swing plate and subtract positioned at first and swings below plate, and second subtracts to swing plate and subtract with first and swing plate and link into an integrated entity, and second subtracts and swing plate It is vertical with support plate;
First subtracts and swings plate, second subtracts and swing between plate, support plate and buoyancy tank the formation area Jian Neng;The first reinforcer is equipped in the area Jian Neng, For two the first reinforcers about symmetrical before and after buoyancy tank, the first reinforcer subtracts that swing plate parallel with first;First reinforcer both ends difference Subtract with buoyancy tank, second and swings plate and link into an integrated entity;
The second reinforcer is equipped between two the first reinforcers, two the second reinforcers are about symmetrical before and after buoyancy tank, the second reinforcement Part is parallel with the first reinforcer;Second reinforcer both ends subtract with buoyancy tank, second respectively swings plate and links into an integrated entity.
2. a kind of breakwater as described in claim 1, which is characterized in that the buoyancy tank upper surface is equipped with engaging lug, engaging lug It is located on four angles of buoyancy tank;Buoyancy tank lower end surface is equipped with mounting ring, and mounting ring is located on four angles of buoyancy tank, anchor chain One end is connect with mounting ring, and the other end is connect with anchoring clump weight.
3. a kind of breakwater as described in claim 1, which is characterized in that described first subtracts the angle swung between plate and support plate It is 15 ° -45 °.
4. a kind of breakwater as described in claim 1, which is characterized in that the first wave eliminating board institute is 90 ° to central angle.
5. a kind of breakwater as described in claim 1, which is characterized in that first reinforcer, the second reinforcer are square Shape frame structure is equipped with multiple reinforcing ribs in rectangular frame, and reinforcing rib is uniformly distributed along Y-direction, and reinforcing rib is by the first reinforcer Or second reinforcer be divided into multiple reinforcement areas, steel wire is equipped in each reinforcement area, steel wire, which is fixed on, to be reinforced in area.
CN201910128802.3A 2019-02-21 2019-02-21 A kind of breakwater Pending CN109706884A (en)

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Cited By (4)

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Publication number Priority date Publication date Assignee Title
CN110424325A (en) * 2019-08-02 2019-11-08 中建三局第二建设工程有限责任公司 The hydrophilic ecology filter dam structure of phytal zone assembled
CN112160284A (en) * 2020-09-24 2021-01-01 哈尔滨工程大学 Cage type mooring wave-absorbing dike
CN112252266A (en) * 2020-11-08 2021-01-22 侯钦娅 Floating breakwater structure
CN113308985A (en) * 2021-05-21 2021-08-27 招商局重庆交通科研设计院有限公司 Wave impact device is prevented to bridge pier

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Publication number Priority date Publication date Assignee Title
CN110424325A (en) * 2019-08-02 2019-11-08 中建三局第二建设工程有限责任公司 The hydrophilic ecology filter dam structure of phytal zone assembled
CN112160284A (en) * 2020-09-24 2021-01-01 哈尔滨工程大学 Cage type mooring wave-absorbing dike
CN112160284B (en) * 2020-09-24 2021-10-12 哈尔滨工程大学 Cage type mooring wave-absorbing dike
CN112252266A (en) * 2020-11-08 2021-01-22 侯钦娅 Floating breakwater structure
CN113308985A (en) * 2021-05-21 2021-08-27 招商局重庆交通科研设计院有限公司 Wave impact device is prevented to bridge pier
CN113308985B (en) * 2021-05-21 2022-05-10 招商局重庆交通科研设计院有限公司 Wave impact device is prevented to bridge pier

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