CN106702965A - Hexagonal flexible breakwater block - Google Patents

Hexagonal flexible breakwater block Download PDF

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Publication number
CN106702965A
CN106702965A CN201710156183.XA CN201710156183A CN106702965A CN 106702965 A CN106702965 A CN 106702965A CN 201710156183 A CN201710156183 A CN 201710156183A CN 106702965 A CN106702965 A CN 106702965A
Authority
CN
China
Prior art keywords
block
hexagonal
wave
hole
hexagon
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710156183.XA
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Chinese (zh)
Inventor
姚军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hefei University
Original Assignee
Hefei University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hefei University filed Critical Hefei University
Priority to CN201710156183.XA priority Critical patent/CN106702965A/en
Publication of CN106702965A publication Critical patent/CN106702965A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

The invention provides a hexagonal flexible breakwater block, relating to the technical field of building materials. The hexagonal flexible breakwater block comprises a block body having a hexagonal cross section, wherein a hexagonal through hole is formed in the center of the block body; dentate bulges are formed in the inner wall of the hexagonal through hole, and are annularly uniformly distributed; and the block body is made of a flexible material. The block manufactured by adopting the flexible material to achieve functions of dissipating energy, reducing wave, reducing direct impact of waves on dams and port docks, so that risks can be reduced, and the service lives of hydraulic structures can be prolonged. The through hole in the center of the hexagonal block adopts a dentate bulge design, the water current is distributed into a plurality of small water beams when passing through a dentate hole in the center of the block, and the impact of large-volume wave is instantly dispersed, so that the wave impact and wave energy can be greatly reduced, the impact damage of waves on hydraulic structures can be reduced.

Description

A kind of hexagon flexibility breakwater building block
Technical field
The present invention relates to building material technical field, a kind of hexagon flexibility breakwater building block is specifically related to.
Background technology
Breakwater is to block the impulsive force of wave, go along with sb. to guard him basin, maintain the water surface steady to protect harbour from bad weather shadow Ring, so that safety of ship berths and building in operation and the water built.Existing breakwater is mainly and uses concrete material It is made, and this breakwater being made up of hard material building block is in wave stroke, it is impossible to cushioning effect is played, can so be made Paired dam, port and pier direct impulsive force it is larger, safety of ship is berthed and the risk of operation is higher, while also serious contracting The short service life of hydraulic structure.
The content of the invention
The breakwater being made for existing hard material building block is in wave stroke, it is impossible to plays the technologies such as cushioning effect and asks Topic, it is an object of the invention to provide a kind of flexibility breakwater building block of hexagon, can reduce wave directly to dam, port and pier Direct impulsive force, reduce risk, improve hydraulic structure service life.
To achieve these goals, the technical solution adopted in the present invention is:
A kind of hexagon flexibility breakwater building block, including the hexagonal block body in cross section, in block body Center portion position offers hexagon through hole, and detent projection is provided with the inwall of hexagon through hole.
Preferably, a kind of hexagon flexibility breakwater building block, its detent projection is equal in a ring in the inwall of hexagon through hole Cloth.
Preferably, a kind of hexagon flexibility breakwater building block, its block body is fabricated from a flexible material.
Compared with prior art, hexagon flexibility breakwater building block of the invention, its advantage shows:
1), the building block that the present invention is made using flexible material, can reach the function that energy dissipating subtracts wave, reduce wave directly right The direct impulsive force of dam, port and pier, reduce risk improves hydraulic structure service life.
2), the concrete material that existing breakwater is used belongs to hard material, and hexagon of the invention is flexible anti- The building block of ripple dike is then made of flexible materials such as rubber, and building block can produce certain elastic deformation when wave stroke, so that Weaken the flow velocity of wave, weaken wave impact force, building block recoverable force when wave is decorporated, such process reaches the mesh that energy dissipating subtracts wave 's.
3), due to hexagon regular shape good stability, therefore building block is in building process, convenient, fast mutually to squeeze Pressure, it is possible to decrease construction cost, reduces difficulty of construction, shortens cost and duration, cosmetic treatment image.
4), hexagon building block intermediate throughholes are designed using detent projection, the water when current are by building block intermediate toothed cavity Stream is split into many small water beams, and the impact of large volume wave is disperseed at once, and the impulsive force and wave energy of wave, drop are cut down significantly Low impact failure of the wave to water conservancy project structure.
Brief description of the drawings
Fig. 1 is the structural representation of hexagon flexibility breakwater building block.
Fig. 2 is the effect diagram that building block is built by laying bricks or stones on breakwater.
Fig. 3 is the A direction views in Fig. 2.
Specific embodiment
Hexagon of the invention flexibility breakwater building block is described further below in conjunction with the accompanying drawings.
As shown in figure 1, a kind of hexagon flexibility breakwater building block, including the hexagonal block body 1 in cross section, building The centre of block body 1 offers hexagon through hole 3, and detent projection 2, detent projection 2 are provided with the inwall of hexagon through hole 3 It is uniform in a ring in the inwall of hexagon through hole 3.The block body 1 is fabricated from a flexible material, such as quality of rubber materials etc..
Also referring to Fig. 2 and 3, using the breakwater 4 of above-mentioned hexagon flexibility breakwater concrete block masonry, due to hexagon The regular shape good stability of building block, therefore in building process, quickly and easily can mutually extrude.
This breakwater mainly passes through own material (flexible material) and shape (hexagon through hole and detent projection) characteristic Common energy dissipating subtracts wave, weakens the flow velocity for rushing to breakwater wave significantly under double effect collective effect, reaches protection water conservancy project and builds Build the function of thing.
Above content is only to design example and explanation of the invention, affiliated those skilled in the art Various modifications or supplement are made to described specific embodiment or is substituted using similar mode, without departing from invention Design or surmount scope defined in the claims, protection scope of the present invention all should be belonged to.

Claims (3)

1. a kind of hexagon flexibility breakwater building block, including the hexagonal block body in cross section (1), in block body (1) Centre offer hexagon through hole (3), be provided with detent projection (2) in the inwall of hexagon through hole (3).
2. hexagon flexibility breakwater building block as claimed in claim 1, it is characterised in that detent projection (2) is logical in hexagon The inwall in hole (3) is uniform in a ring.
3. hexagon flexibility breakwater building block as claimed in claim 1, it is characterised in that block body (1) is by flexible material It is made.
CN201710156183.XA 2017-03-16 2017-03-16 Hexagonal flexible breakwater block Pending CN106702965A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710156183.XA CN106702965A (en) 2017-03-16 2017-03-16 Hexagonal flexible breakwater block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710156183.XA CN106702965A (en) 2017-03-16 2017-03-16 Hexagonal flexible breakwater block

Publications (1)

Publication Number Publication Date
CN106702965A true CN106702965A (en) 2017-05-24

Family

ID=58887231

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710156183.XA Pending CN106702965A (en) 2017-03-16 2017-03-16 Hexagonal flexible breakwater block

Country Status (1)

Country Link
CN (1) CN106702965A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006125102A (en) * 2004-10-29 2006-05-18 Nishimatsu Constr Co Ltd Block for shore
CN101173511A (en) * 2007-10-10 2008-05-07 李素明 Dike-dam ocean wave-proof rubber building blocks
CN201593172U (en) * 2010-01-25 2010-09-29 中交上海航道勘察设计研究院有限公司 Combination nut block
CN203080474U (en) * 2013-02-02 2013-07-24 吉林省恒晟环保建材开发有限公司 Embankment brick
CN203977365U (en) * 2014-07-11 2014-12-03 俞宗邑 Embedded grid prefabricated section
CN206581225U (en) * 2017-03-16 2017-10-24 合肥学院 A kind of flexible breakwater building block of hexagon

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006125102A (en) * 2004-10-29 2006-05-18 Nishimatsu Constr Co Ltd Block for shore
CN101173511A (en) * 2007-10-10 2008-05-07 李素明 Dike-dam ocean wave-proof rubber building blocks
CN201593172U (en) * 2010-01-25 2010-09-29 中交上海航道勘察设计研究院有限公司 Combination nut block
CN203080474U (en) * 2013-02-02 2013-07-24 吉林省恒晟环保建材开发有限公司 Embankment brick
CN203977365U (en) * 2014-07-11 2014-12-03 俞宗邑 Embedded grid prefabricated section
CN206581225U (en) * 2017-03-16 2017-10-24 合肥学院 A kind of flexible breakwater building block of hexagon

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PB01 Publication
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170524