CN203782640U - Arc-shaped wave-permeable breakwater - Google Patents
Arc-shaped wave-permeable breakwater Download PDFInfo
- Publication number
- CN203782640U CN203782640U CN201420049870.3U CN201420049870U CN203782640U CN 203782640 U CN203782640 U CN 203782640U CN 201420049870 U CN201420049870 U CN 201420049870U CN 203782640 U CN203782640 U CN 203782640U
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- Prior art keywords
- caisson
- arc
- wall
- mole
- arc transmission
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- 230000005540 biological transmission Effects 0.000 claims description 19
- 238000010276 construction Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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Abstract
The utility model discloses an arc-shaped wave-permeable breakwater, which comprises pile foundations (1) and pile caps (2). The arc-shaped wave-permeable breakwater is characterized in that caissons (3) are arranged above the pile caps (2); each caisson (3) comprises an outer wall (4) and an inner wall (5), wherein the outer walls (4) are located at the coastal side, and the inner walls (5) are located at the port-surrounding side; a center clapboard (6) located on the axis of each caisson (3) is arranged between the corresponding outer wall (4) and the corresponding inner wall (5); a horizontal plate (7) is also arranged in each caisson (3); the central axis of each caisson (3) is a camber line, and moreover, both axial ends of each caisson (3) are connected into an integral structure through a connecting piece (8). The arc-shaped wave-permeable breakwater is simple in structure, skillful in design, low in cost, and convenient and rapid in construction and has a good wave absorbing effect.
Description
Technical field
The utility model relates to a kind of breakwater structure, particularly a kind of arc transmission mole.
Background technology
Mole is a kind of hydraulic structure common in port works, and its major function is to defend wave to the invasion and attack of various facilities in port and destruction, also can stop the intrusion of silt, ocean current, floating ice simultaneously.Along with the development of construction scale of port, mole is faced with worse built environment and natural conditions such as overcoming deep water, billow, soft foundation.The difficulty of building mole in above environment is larger, and cost is higher simultaneously; In addition, along with the enhancing of people's environmental consciousness, harbour is not only as the engineering services of boats and ships service and exist, and gradually produced sightseeing tour, the demand such as aquaculture, port construction is gradually to multi-functional, comprehensive and environmental development.Traditional curtain wall type breakwater is comprised of the top medicining wave structure on the pile supporting and pile, its form of structure determines that its underpart can be permeable, therefore there is good water body exchange capacity, can reduce in port water pollution in Sediment Siltation and port, and the advantage such as cheap in deep water engineering, easy construction; But it is under macrocyclic wave condition, and the wave dissipation effect of transmission dike is unsatisfactory, this has determined its restriction in engineering application.Therefore need now a kind of novel transmission mole that can address the above problem.
Summary of the invention
The utility model is in order to solve the existing above-mentioned deficiency of prior art, propose a kind of simple in structure, design ingenious, with low cost, easy construction, quick, and there is the arc transmission mole of good wave dissipation effect.
Technical solution of the present utility model is: a kind of arc transmission mole, comprise pile foundation 1 and pile cover 2, it is characterized in that: described pile cover 2 tops are provided with caisson 3, caisson 3 comprises the exterior wall 4 that is positioned at the side that borders on the sea and the interior wall 5 that is positioned at Harbor survey, between exterior wall 4 and interior wall 5, be provided with the central baffle 6 being positioned on caisson 3 axis, in caisson 3, be also provided with level board 7, the axis of caisson 3 is camber line, and the axial two ends of a plurality of caisson 3 connect as one structure by connector 8.
Camber line protrusion direction between adjacent described caisson 3 is contrary.
Described connector 8 comprises the connecting elements 9 being separately positioned on different caissons 3, offers between 10, two connecting elementss 9 of deep gouge and connect by I-shaped member 11 on each connecting elements 9.
The top of described caisson 3 is also provided with the wave wall 12 of the side that borders on the sea.
On described exterior wall 4, central baffle 6 and level board 7, all offer a plurality of holes 13.
Stagger mutually with the hole 13 in central baffle 6 in hole 13 on described exterior wall 4.
On described exterior wall 4 with central baffle 6 on hole 13 be long and narrow rectangular opening, the hole 13 on described level board 6 is circular hole.
Compared with the existing technology, tool has the following advantages the utility model:
The arc transmission mole of this kind of form of structure, it is simple in structure, design ingenious, it design of breakwater is become to a plurality of interconnective arc line type structures, and the camber line projected direction between adjacent mole assembly is contrary for traditional existing problem of transmission mole, form wavy breakwater structure, it,, when having retained traditional transmission mole principal advantages, can offset subwave pressure, to improve wave dissipation effect on stressed; Levee body perforate is simultaneously designed to energy dissipating chamber, has further strengthened wave dissipation effect; Between adjacent mole assembly (caisson), adopt prefabricated reinforced concrete i beam assembling to be connected, jointly stressed; Therefore this mole is can be once prefabricated and the main body that forms mole is installed, and without operations such as cast-in-situ concretes, has simplified on-site construction processes, has accelerated construction speed, is particularly conducive to Haiti district rapid construction outside.And its manufacture craft is simple, cheap for manufacturing cost, therefore can say that it has possessed multiple advantage, be particularly suitable for applying in the art, its market prospects are very wide.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the schematic diagram of two caisson connection status of the utility model embodiment.、
Fig. 3 is the structural representation of the utility model embodiment connector.
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is described.As shown in Figure 1, Figure 2, Figure 3 shows: a kind of arc transmission mole, comprise pile foundation 1 and pile cover 2, above pile cover 2, be provided with caisson 3, caisson 3 is that an axis is the tower structure of camber line, it comprises the exterior wall 4 that is positioned at the side that borders on the sea and the interior wall 5 that is positioned at Harbor survey, between exterior wall 4 and interior wall 5, be also provided with the central baffle 6 being positioned on caisson 3 axis, and in exterior wall 4 and central baffle 6, all offering a plurality of holes 13, and the hole here 13 is long and narrow rectangular opening; Stagger mutually with the hole 13 in central baffle 6 in hole 13 on exterior wall 4 simultaneously; In caisson 3, be also provided with level board 6, on level board 6, offer equally a plurality of holes 13, and the hole here 13 is circular hole; At the axial two ends of caisson 3, be respectively arranged with connector 8, between two adjacent caissons 3, by connector 8, connect as one structure, and the camber line protrusion direction between adjacent caisson 3 be contrary, form wavy shaped configuration; Connector 8 comprises the connecting elements 9 being fixedly connected with caisson 3, offers deep gouge 10 on connecting elements 9, is furnished with mutually I-shaped member 11 with deep gouge, during connection, the both sides of I-shaped member 11 is inserted respectively in the deep gouge 10 of connecting elements 9; At the top of caisson 3, be also provided with the wave wall 12 that is positioned at the side that borders on the sea, for stopping wave, prevent that seawater splash is on people or facility on mole.
The arc transmission mole of the utility model embodiment, owing to having adopted wavy shaped configuration, therefore can offset a part of wave pressure, to improve wave dissipation effect; Its transmission has partly adopted the hole 13 of mutually staggering simultaneously, better to the crushing effect of wave; And the combination that it can also carry out after prefabricated all parts is installed, and accelerates installation progress, reduces production costs.
Claims (7)
1. an arc transmission mole, comprise pile foundation (1) and pile cover (2), it is characterized in that: described pile cover (2) top is provided with caisson (3), caisson (3) comprises the interior wall (5) that is positioned at the exterior wall (4) of the side that borders on the sea and is positioned at Harbor survey, between exterior wall (4) and interior wall (5), be provided with the central baffle (6) being positioned on caisson (3) axis, in caisson (3), be also provided with level board (7), the axis of caisson (3) is camber line, and the axial two ends of a plurality of caisson (3) connect as one structure by connector (8).
2. arc transmission mole according to claim 1, is characterized in that: the camber line protrusion direction between adjacent described caisson (3) is contrary.
3. arc transmission mole according to claim 2, it is characterized in that: described connector (8) comprises the connecting elements (9) being separately positioned on different caissons (3), on each connecting elements (9), offer deep gouge (10), between two connecting elementss (9), by I-shaped member (11), connect.
4. arc transmission mole according to claim 3, is characterized in that: the top of described caisson (3) is also provided with the wave wall (12) of the side that borders on the sea.
5. arc transmission mole according to claim 4, is characterized in that: on described exterior wall (4), central baffle (6) and level board (7), all offer a plurality of holes (13).
6. arc transmission mole according to claim 5, is characterized in that: stagger mutually with the hole (13) in central baffle (6) in the hole (13) on described exterior wall (4).
7. arc transmission mole according to claim 6, is characterized in that: the hole (13) of described exterior wall (4) above and in central baffle (6) is long and narrow rectangular opening, and the hole (13) on described level board (6) is circular hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420049870.3U CN203782640U (en) | 2014-01-26 | 2014-01-26 | Arc-shaped wave-permeable breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420049870.3U CN203782640U (en) | 2014-01-26 | 2014-01-26 | Arc-shaped wave-permeable breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203782640U true CN203782640U (en) | 2014-08-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420049870.3U Expired - Lifetime CN203782640U (en) | 2014-01-26 | 2014-01-26 | Arc-shaped wave-permeable breakwater |
Country Status (1)
| Country | Link |
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| CN (1) | CN203782640U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103774611A (en) * | 2014-01-26 | 2014-05-07 | 大连理工大学 | Arc-shaped transparent breakwater |
| CN105544597A (en) * | 2015-12-14 | 2016-05-04 | 中铁大桥局集团有限公司 | Combined foundation structure suitable for lagoon face island-reef environment and construction method thereof |
| CN105804006A (en) * | 2016-05-16 | 2016-07-27 | 中国海洋大学 | Lake shoal protective structure giving consideration to landscapes |
| CN106192882A (en) * | 2016-08-24 | 2016-12-07 | 中交水运规划设计院有限公司 | Two-way cross transmission combination form system |
| CN109235360A (en) * | 2018-11-06 | 2019-01-18 | 大连理工大学 | A kind of curtain wall type breakwater of caisson bottom opening |
| CN110389001A (en) * | 2019-07-11 | 2019-10-29 | 鲁东大学 | A kind of measuring device of the board-like transmission dike pressure of experimental tank inner arc |
-
2014
- 2014-01-26 CN CN201420049870.3U patent/CN203782640U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103774611A (en) * | 2014-01-26 | 2014-05-07 | 大连理工大学 | Arc-shaped transparent breakwater |
| CN103774611B (en) * | 2014-01-26 | 2016-08-17 | 大连理工大学 | Arc transmission breakwater |
| CN105544597A (en) * | 2015-12-14 | 2016-05-04 | 中铁大桥局集团有限公司 | Combined foundation structure suitable for lagoon face island-reef environment and construction method thereof |
| CN105544597B (en) * | 2015-12-14 | 2017-09-22 | 中铁大桥局集团有限公司 | Suitable for the combination foundation structure and its construction method under Diarrhea lacustrine facies islands and reefs environment |
| CN105804006A (en) * | 2016-05-16 | 2016-07-27 | 中国海洋大学 | Lake shoal protective structure giving consideration to landscapes |
| CN105804006B (en) * | 2016-05-16 | 2018-03-09 | 中国海洋大学 | A kind of shore-beach protection structure for taking into account landscape |
| CN106192882A (en) * | 2016-08-24 | 2016-12-07 | 中交水运规划设计院有限公司 | Two-way cross transmission combination form system |
| CN109235360A (en) * | 2018-11-06 | 2019-01-18 | 大连理工大学 | A kind of curtain wall type breakwater of caisson bottom opening |
| CN110389001A (en) * | 2019-07-11 | 2019-10-29 | 鲁东大学 | A kind of measuring device of the board-like transmission dike pressure of experimental tank inner arc |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140820 Effective date of abandoning: 20160817 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |