CN103774611B - Arc transmission breakwater - Google Patents
Arc transmission breakwater Download PDFInfo
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- CN103774611B CN103774611B CN201410037020.6A CN201410037020A CN103774611B CN 103774611 B CN103774611 B CN 103774611B CN 201410037020 A CN201410037020 A CN 201410037020A CN 103774611 B CN103774611 B CN 103774611B
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- breakwater
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- exterior wall
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Abstract
The open a kind of arc transmission breakwater of the present invention, including pile foundation (1) and pile cover (2), it is characterized in that: described pile cover (2) is provided above caisson (3), caisson (3) includes the exterior wall (4) being positioned at side of bordering on the sea and is positioned at the interior wall (5) that Harbor is surveyed, the central baffle (6) being positioned on caisson (3) axis it is provided with between exterior wall (4) and interior wall (5), horizontal plate (7) it is additionally provided with in caisson (3), the axis of caisson (3) is camber line, and the axial two ends of multiple caisson (3) connect as one structure by connector (8).This is a kind of simple in construction, designs ingenious, with low cost, easy construction, quick, and has the arc transmission breakwater of good wave dissipation effect.
Description
Technical field
The present invention relates to a kind of breakwater structure, particularly a kind of arc transmission breakwater.
Background technology
Breakwater is a kind of hydraulic structure common in port engineering, its major function be defence wave to the invasion and attack of facilities various in port and destruction, the most also can stop the intrusion of silt, ocean current, floating ice.Along with the development of construction scale of port, breakwater is faced with worse built environment and natural conditions such as overcoming deep water, billow, soft foundation.The difficulty i.e. building breakwater in environment above is relatively big, the most relatively costly；Additionally, along with the enhancing of people's environmental consciousness, harbour exists not only as the job facilities of boats and ships service, and gradually creates the demand such as sightseeing tour, aquaculture, and port construction is gradually to multi-functional, comprehensive and environmental development.Traditional curtain wall type breakwater is made up of the top medicining wave structure on the pile supported and pile, its version determines that its underpart can be permeable, therefore there is good water body exchange capacity, the advantage such as cheap, easy construction in water pollution, and deep water engineering can be reduced in port in Sediment Siltation and port；But it is under macrocyclic wave condition, the wave dissipation effect of transmission dike is unsatisfactory, which dictates that its restriction in engineer applied.Therefore a kind of novel transmission breakwater that can solve the problem that the problems referred to above is needed now.
Summary of the invention
The present invention is to solve the above-mentioned deficiency existing for prior art, proposes a kind of simple in construction, designs ingenious, with low cost, easy construction, quick, and has the arc transmission breakwater of good wave dissipation effect.
The technical solution of the present invention is: a kind of arc transmission breakwater, including pile foundation 1 and pile cover 2, it is characterized in that: described pile cover 2 is provided above caisson 3, caisson 3 includes the exterior wall 4 being positioned at side of bordering on the sea and is positioned at the interior wall 5 that Harbor is surveyed, the central baffle 6 being positioned on caisson 3 axis it is provided with between exterior wall 4 and interior wall 5, being additionally provided with horizontal plate 7 in caisson 3, the axis of caisson 3 is camber line, and the axial two ends of multiple caisson 3 connect as one structure by connector 8.
Camber line protrusion direction between adjacent described caisson 3 is contrary.
Described connector 8 includes the connecting elements 9 being separately positioned on different caisson 3, each connecting elements 9 offers deep gouge 10, is connected by I-shaped component 11 between two connecting elements 9.
The top of described caisson 3 is additionally provided with the wave wall 12 of side of bordering on the sea.
Multiple hole 13 is all offered on described exterior wall 4, central baffle 6 and horizontal plate 7.
Mutually stagger with the hole 13 in central baffle 6 in the described hole 13 on exterior wall 4.
Being long and narrow rectangular opening with the hole 13 in central baffle 6 on described exterior wall 4, the hole 13 on described horizontal plate 7 is circular hole.
The present invention compared with the existing technology, has the advantage that
The arc transmission breakwater of this kind of version, its simple in construction, design ingenious, it is for the problem existing for traditional transmission breakwater, design of breakwater becomes multiple interconnective arc line type structure, and the camber line projected direction between adjacent breakwater assembly is contrary, form wavy breakwater structure, it, while remaining tradition transmission breakwater principal advantages, can offset subwave pressure, to improve wave dissipation effect in stress；Levee body perforate simultaneously is designed to energy dissipating room, further enhance wave dissipation effect；Prefabricated reinforced concrete I-beam assembled is used to be connected between adjacent breakwater assembly (caisson), common stress；Therefore this breakwater can be the most prefabricated and install and i.e. form the main body of breakwater, it is not necessary to the operations such as cast-in-place concrete, simplifies on-site construction processes, accelerates construction speed, is particularly conducive to Haiti district rapid construction outside.And its processing technology is simple, cheap for manufacturing cost, it can be said that it has possessed multiple advantage, is particularly suitable for popularization and application in the art, and its market prospect is the most wide.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention.
Fig. 2 is the schematic diagram of two caisson connection status of the embodiment of the present invention.
Fig. 3 is the structural representation of embodiment of the present invention connector.
Detailed description of the invention
The detailed description of the invention of the present invention is described below in conjunction with accompanying drawing.As shown in Figure 1, Figure 2, Figure 3 shows: a kind of arc transmission breakwater, including pile foundation 1 and pile cover 2, it is provided above caisson 3 at pile cover 2, caisson 3 be an axis be the tower structure of camber line, it includes the exterior wall 4 being positioned at side of bordering on the sea and is positioned at the interior wall 5 that Harbor is surveyed, between exterior wall 4 and interior wall 5, it is additionally provided with the central baffle 6 being positioned on caisson 3 axis, and on exterior wall 4 and central baffle 6, all offers multiple hole 13, and hole 13 here is long and narrow rectangular opening；Mutually stagger with the hole 13 in central baffle 6 in hole 13 on exterior wall 4 simultaneously；In caisson 3, it is additionally provided with horizontal plate 7, horizontal plate 7 offers multiple hole 13 equally, and hole 13 here is circular hole；It is respectively arranged with connector 8 at the two ends that caisson 3 is axial, connects as one the camber line protrusion direction between structure, and adjacent caisson 3 by connector 8 between two adjacent caissons 3 contrary, form wavy shaped configuration；Connector 8 includes the connecting elements 9 that be connected fixing with caisson 3, offers deep gouge 10, be furnished with I-shaped component 11 with deep gouge mutually on connecting elements 9, is inserted respectively the both sides of I-shaped component 11 in the deep gouge 10 of connecting elements 9 during connection；It is additionally provided with the wave wall 12 being positioned at side of bordering on the sea at the top of caisson 3, is used for stopping wave, prevent on the seawater splash people to breakwater or facility.
The arc transmission breakwater of the embodiment of the present invention, owing to have employed wavy shaped configuration, therefore, it is possible to offset a part of wave pressure, to improve wave dissipation effect；Its transmission part have employed the hole 13 mutually staggered simultaneously, to the crushing effect of wave more preferably；And it all parts can also be carried out prefabricated after combination install, accelerate installation progress, reduce production cost.
Claims (7)
1. an arc transmission breakwater, including pile foundation (1) and pile cover (2), it is characterized in that: described pile cover (2) is provided above caisson (3), caisson (3) includes the exterior wall (4) being positioned at side of bordering on the sea and is positioned at the interior wall (5) of side, Harbor, the central baffle (6) being positioned on caisson (3) axis it is provided with between exterior wall (4) and interior wall (5), horizontal plate (7) it is additionally provided with in caisson (3), the axis of caisson (3) is camber line, and the axial two ends of multiple caisson (3) connect as one structure by connector (8).
Arc transmission breakwater the most according to claim 1, it is characterised in that: the camber line protrusion direction between adjacent described caisson (3) is contrary.
Arc transmission breakwater the most according to claim 2, it is characterized in that: described connector (8) includes the connecting elements (9) being separately positioned on different caisson (3), offer deep gouge (10) on each connecting elements (9), connected by I-shaped component (11) between two connecting elements (9).
Arc transmission breakwater the most according to claim 3, it is characterised in that: the top of described caisson (3) is additionally provided with the wave wall (12) of side of bordering on the sea.
Arc transmission breakwater the most according to claim 4, it is characterised in that: all offer multiple hole (13) on described exterior wall (4), central baffle (6) and horizontal plate (7).
Arc transmission breakwater the most according to claim 5, it is characterised in that: mutually stagger with the hole (13) in central baffle (6) in the described hole (13) on exterior wall (4).
Arc transmission breakwater the most according to claim 6, it is characterised in that: the described exterior wall (4) hole (13) above and in central baffle (6) is long and narrow rectangular opening, and the hole (13) on described horizontal plate (7) is circular hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410037020.6A CN103774611B (en) | 2014-01-26 | 2014-01-26 | Arc transmission breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410037020.6A CN103774611B (en) | 2014-01-26 | 2014-01-26 | Arc transmission breakwater |
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| Publication Number | Publication Date |
|---|---|
| CN103774611A CN103774611A (en) | 2014-05-07 |
| CN103774611B true CN103774611B (en) | 2016-08-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410037020.6A Active CN103774611B (en) | 2014-01-26 | 2014-01-26 | Arc transmission breakwater |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104404927A (en) * | 2014-11-21 | 2015-03-11 | 上海交通大学 | Grid-like floating wave dissipation device |
| CN104743075A (en) * | 2015-04-08 | 2015-07-01 | 江苏科技大学 | Device for reducing initial air gap of semi-submersible platform |
| CN106049349B (en) * | 2016-07-08 | 2018-04-10 | 大连理工大学 | A kind of anchor chain type partially with hollow structure floats breakwater |
| CN106049351B (en) * | 2016-07-28 | 2017-12-26 | 大连理工大学 | Vertical breakwater with saturating stream berthing function |
| CN108119295A (en) * | 2017-11-28 | 2018-06-05 | 浙江海洋大学 | A kind of pile foundation jacket-type semicircle mask breakwater of built-in swing type wave-power device |
| CN109183710A (en) * | 2018-10-15 | 2019-01-11 | 大连理工大学 | A kind of Acting on Perforated Caisson curtain wall type breakwater of energy dissipating indoor design aperture slanting baffle |
| CN110080162B (en) * | 2019-05-15 | 2023-11-24 | 大连理工大学 | Novel movable transparent breakwater |
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| CN1861911A (en) * | 2006-05-17 | 2006-11-15 | 大连理工大学土木建筑设计研究院有限公司 | Integrated casing board type long piled wharf |
| CN101144264A (en) * | 2006-09-12 | 2008-03-19 | 陈振新 | Assembly type gravity-porous marine engineering structure |
| CN102061680A (en) * | 2010-11-15 | 2011-05-18 | 中国海洋大学 | Mound breakwater |
| CN203034418U (en) * | 2012-12-26 | 2013-07-03 | 福州市规划设计研究院 | Ecological riverway embankment by filing dimension stones in reinforced concrete frames |
| CN203782640U (en) * | 2014-01-26 | 2014-08-20 | 大连理工大学 | Arc-shaped wave-permeable breakwater |
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| CN1419011A (en) * | 2002-12-16 | 2003-05-21 | 天津大学 | Pile supported column type large wharf structure |
| CN1861911A (en) * | 2006-05-17 | 2006-11-15 | 大连理工大学土木建筑设计研究院有限公司 | Integrated casing board type long piled wharf |
| CN101144264A (en) * | 2006-09-12 | 2008-03-19 | 陈振新 | Assembly type gravity-porous marine engineering structure |
| CN102061680A (en) * | 2010-11-15 | 2011-05-18 | 中国海洋大学 | Mound breakwater |
| CN203034418U (en) * | 2012-12-26 | 2013-07-03 | 福州市规划设计研究院 | Ecological riverway embankment by filing dimension stones in reinforced concrete frames |
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| Publication number | Publication date |
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| CN103774611A (en) | 2014-05-07 |
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