CN200978411Y - Breakwater with arc surface and grid type structure - Google Patents
Breakwater with arc surface and grid type structure Download PDFInfo
- Publication number
- CN200978411Y CN200978411Y CNU2006200273029U CN200620027302U CN200978411Y CN 200978411 Y CN200978411 Y CN 200978411Y CN U2006200273029 U CNU2006200273029 U CN U2006200273029U CN 200620027302 U CN200620027302 U CN 200620027302U CN 200978411 Y CN200978411 Y CN 200978411Y
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- Prior art keywords
- wall
- mole
- cambered surface
- wave
- lattice structure
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model provides an arc lattice structure grid breakwater which comprises a main body, a channel on bank top and a wave wall, the main body comprises an outer wall shaped along curved face of the sea front side, an inner wall of dock side, an interval wall positioned between the outer wall and the inner wall, the interval wall is extended outward and crosses with the top of the outer wall to form the wave wall, the root part of the wave wall and the inner wall are connected with a top plate close to level, the upper side of the top plate is provided with the channel on bank top, the root parts of the outer wall, the interval wall and the inner wall are connected to form an integral lattice empty van structure. The utility model has benefits of being prefabricated and assembly to form the channel on bank top and the wave wall, simplifying field construction procedure, accelerating construction progress, decreasing subsequent procedure of rock masonry and concrete pouring, applicable for building port and seashore projects and buildings such as breakwater, sand dyke, wave closing levee, wave revetment, etc.
Description
Technical field
The utility model belongs to harbour or coastal engineering a kind of mole or the wave resistance embankment, bank protection structure in building, and it is specifically related to a kind of mole of cambered surface lattice structure.
Background technology
Mole is a hydraulic structure important in harbour and the coastal engineering, and its major function is that defence wave invasion and attack harbour water area influences harbour service, so that destroy the various facilities in the port.Mole also can stop silt, high current and floating ice and invade harbour region.When interception silt is major function, also can be described as sand preventing dyke.The major function that wave resistance encloses low bank between fields or shore protection is as the native wave resistance structure of the retaining of reclaiming land around sea or seashore.Mole both domestic and external, sand preventing dyke or wave resistance enclose the structural shape of low bank between fields, shore protection, the gravity dike two big classes that mainly contain the jackstone sloping breakwater and be made up of concrete blocks, reinforced concrete caisson or semi-circular member etc.The jackstone sloping breakwater comprises the jackstone sloping breakwater with the artificial block mask of concrete, owing to can gather materials on the spot, and easy construction, cost is lower, and obtains to use widely.But under the condition of sandstone material source shortage and ground weakness, the semi-circular structure mole of development in recent years, it is less to have the wave force that bears, from heavy and light, all can be prefabricated by land, easy for installation, advantage such as working procedure is few, cost is low and landscape effect is good, at everyways such as Technological Economies bigger advantage is arranged.Therefore but the levee crown of semi-circular structure is an arc surface, can not be used as passage, also is difficult to be provided with wave wall thereon, and can't satisfy has the double as passage and the requirement of mole, embankment or the bank protection work of wave wall is set levee crown.Need to develop a kind of levee crown for this reason and be suitable as passage and wave wall is set, can keep the new mole of semi-circular mole principal advantages and the structural shape of embankment again.
Summary of the invention
Can not be open to traffic for solving semi-circular mole levee crown, be difficult to be provided with the technical problem of wave wall again, the purpose of this utility model is the mole that has proposed a kind of cambered surface lattice structure.
For achieving the above object, the technical solution adopted in the utility model provides a kind of mole of cambered surface lattice structure, and this mole one side is the side that borders on the sea, and opposite side is the Harbor side, and wherein: the structure of this mole includes main body, levee crown passage and wave wall; Described main body includes by the exterior wall of the curved surface formation of the described side that borders on the sea and the interior wall of described Harbor side, between exterior wall and interior wall, be provided with partition wall, extend upward and the crossing wave wall that is formed with of rising of exterior wall by partition wall, the root of wave wall and interior wall are connected with the top board near level, the upside of top board is the levee crown passage, and the root of described exterior wall, partition wall, interior wall is connected as a single entity by base plate and forms lattice type empty van structure.
The exterior wall that described curved surface forms is a circular arc camber.
Offer through hole on the described exterior wall.
Offer through hole on the described base plate.
The bottom surface of described base plate is provided with the moving anti-skid plate of rubber of antiskid.
The through hole hole shape of offering on described exterior wall, the base plate is a kind of for circular, square or strip.
The interior wall of described Harbor side is set to a kind of of vertical surface, inclined-plane or cambered surface.
Be equipped with the road surface on the described levee crown passage.
Vertical two ends of described lattice type empty van structure are provided with end plate, are filled with filler in lattice type empty van structure.
The interior wall of described Harbor side is provided with the stop ship facility that comprises mooring dolphin, mooring ring, leans on ship fender and little ladder.
The beneficial effects of the utility model are that the mole of cambered surface lattice structure is when keeping semi-circular mole principal advantages, can once prefabricatedly promptly form passage and the wave wall that mole pushes up with installing, simplified on-site construction processes, accelerated construction speed, be particularly conducive in the abominable area, off-lying sea of natural conditions and build harbour and coastal engineering buildings such as mole, sand preventing dyke, wave resistance embankment and wave resistance shore protection.This mole is once prefabricated and main body and levee crown passage and the wave wall structure promptly form mole is installed, and subsequent handling such as need not cast-in-situ concrete, rockfill can be resisted billow to attack, and is particularly conducive to Haiti district rapid construction outside.
Description of drawings
Fig. 1 is the profile of the mole of cambered surface lattice structure construction of the present utility model;
Fig. 2 is the wave resistance embankment of cambered surface lattice structure construction of the present utility model or the profile of shore protection;
Fig. 3 is the stereogram of curve Face Celluar Structure Breakwater of the present utility model.
Among the figure:
1, exterior wall 2, interior wall 3, partition wall
4, wave wall 5, top board 6, base plate
7, empty van structure 8, levee crown passage 9,10, hole
11, mooring dolphin 12, fender 13, water level
14, riprap foundation 15, underwater 16, backfill
The specific embodiment
Be described further below in conjunction with the mole of drawings and Examples cambered surface lattice structure of the present utility model.
In accompanying drawing 1～Fig. 3, mole one side of cambered surface lattice structure of the present utility model is the side that borders on the sea, and opposite side is the Harbor side.The structure of this mole includes main body, levee crown passage and wave wall; Described main body includes by the exterior wall 1 of the curved surface formation of the described side that borders on the sea and the interior wall 2 of described Harbor side, and the exterior wall 1 that described curved surface forms is a circular arc camber.Between exterior wall 1 and interior wall 2, be provided with partition wall 3, extend upward and the crossing wave wall 4 that is formed with of rising of exterior wall 1 by partition wall 3, the root of wave wall 4 and interior wall 2 are connected with the top board 5 near level, the upside of top board 5 is a levee crown passage 8, and the root of described exterior wall 1, partition wall 3, interior wall 2 is connected as a single entity by base plate 6 and forms lattice type empty van structure 7.Can the anti-skid plate of rubber be set in the bottom surface of described base plate 6 according to the needs of antiskid dynamic stability.
Offer through hole 9 on the described exterior wall 1, also can not perforate.Offer through hole 10 on the described base plate 6, also can not perforate.The through hole hole shape of offering on described exterior wall 1, the base plate 6 is a kind of for circular, square or strip, is for the wave that disappears, pressure release.
The interior wall 2 of described Harbor side is set to a kind of of vertical surface, inclined-plane or cambered surface.Interior wall 2 is provided with the stop ship facility that comprises mooring dolphin, mooring ring, leans on ship fender and little ladder etc.
Be equipped with the road surface on the described levee crown passage 8, owing to be levee crown passage 8 near top board 5 upsides of level, so levee crown passage 8 is horizontal levee crown face, can be according to the requirement road surface pavement that is open to traffic.
Vertical two ends of described lattice type empty van structure 7 are provided with end plate, are filled with to comprise sand, stone, concrete filler in lattice type empty van structure 7.End plate can be set according to actual needs, can fill according to actual needs.
The main body of the mole of cambered surface lattice structure of the present utility model is a prefabricated reinforced concrete lattice type empty van structure 7, its side that borders on the sea is arc surface or the cambered surface that formed by other curve, when the exterior wall 1 of arc surface reaches when being equivalent to the rising of wave wall 4, form the levee crown passage 8 of level along this levee crown face decline certain height.The interior wall 2 of the Harbor side of lattice type empty van structure can be vertical surface, inclined-plane or cambered surface, vertically (mole axis direction) is lattice type empty van structure 7 blocks of certain-length, block-by-block integral body is placed on the good riprap foundation 14 of leveling, forms the mole of cambered surface lattice structure.
The mode that cambered surface lattice type empty van structure can take crane and crane ship to lift by crane and lay also can be made the steel concrete floating caisson according to actual conditions, takes the mode of transportation by driving and sinking.
When the mole inboard has is when leaning on the boats and ships requirement, stops by the mooring dolphin 11 of setting with by ship fender 12.When interior wall 2 is vertical surface, also can hold concurrently by canoe.
The prefabricated steel concrete cambered surface lattice structure of precasting yard can adopt crane or crane ship that it is seated on the good riprap foundation 14 of the leveling of water level below 13 by land, and 14 of riprap foundations are positioned on the underwater 15.When being wave resistance embankment or shore protection, can implement backfill 16 in interior wall 2 sides of cambered surface lattice structure.
If when adopting the steel concrete floating caisson of cambered surface lattice structure, then there is end plate at vertical two ends of cambered surface lattice structure.Prefabricated by land caisson, transportation by driving is to on-the-spot behind the following water, and sinking to water level flattens below 13 on the good riprap foundation 14.
Claims (9)
1, a kind of mole of cambered surface lattice structure, this mole one side is the side that borders on the sea, opposite side is the Harbor side, it is characterized in that:
The structure of this mole includes main body, levee crown passage and wave wall; Described main body includes by the exterior wall (1) of the curved surface formation of the described side that borders on the sea and the interior wall (2) of described Harbor side, between exterior wall (1) and interior wall (2), be provided with partition wall (3), extend upward and the crossing wave wall (4) that is formed with of rising of exterior wall (1) by partition wall (3), the root of wave wall (4) and interior wall (2) are connected with the top board (5) near level, the upside of top board (5) is levee crown passage (8), and the root of described exterior wall (1), partition wall (3), interior wall (2) is connected as a single entity by base plate (6) and forms lattice type empty van structures (7).
2, the mole of cambered surface lattice structure according to claim 1 is characterized in that: the exterior wall (1) that described curved surface forms is a circular arc camber.
3, the mole of cambered surface lattice structure according to claim 1 is characterized in that: offer through hole (9) on the described exterior wall (1), the through hole hole shape is a kind of of circular, square or strip.
4, the mole of cambered surface lattice structure according to claim 1 is characterized in that: offer through hole (10) on the described Outer Bottom Plating (6), the through hole hole shape is a kind of of circular, square or strip.
5, the mole of cambered surface lattice structure according to claim 1 is characterized in that: the bottom surface of described base plate (6) is provided with the moving anti-skid plate of rubber of antiskid.
6, the mole of cambered surface lattice structure according to claim 1 is characterized in that: the interior wall (2) of described Harbor side is set to a kind of of vertical surface, inclined-plane or cambered surface.
7, the mole of cambered surface lattice structure according to claim 1 is characterized in that: be equipped with the road surface on the described levee crown passage (8).
8, the mole of cambered surface lattice structure according to claim 1 is characterized in that: vertical two ends of described lattice type empty van structure (7) are provided with end plate, are filled with filler in lattice type empty van structure (7).
9, the mole of cambered surface lattice structure according to claim 1 is characterized in that: the interior wall (2) of described Harbor side is provided with the stop ship facility that comprises mooring dolphin, mooring ring, leans on ship fender and little ladder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2006200273029U CN200978411Y (en) | 2006-09-14 | 2006-09-14 | Breakwater with arc surface and grid type structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2006200273029U CN200978411Y (en) | 2006-09-14 | 2006-09-14 | Breakwater with arc surface and grid type structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200978411Y true CN200978411Y (en) | 2007-11-21 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2006200273029U Expired - Lifetime CN200978411Y (en) | 2006-09-14 | 2006-09-14 | Breakwater with arc surface and grid type structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200978411Y (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI457488B (en) * | 2011-04-15 | 2014-10-21 | Univ Nat Chunghsing | A caudal - type breakwater with a circular arc |
| CN104296960A (en) * | 2014-09-19 | 2015-01-21 | 集美大学 | Circular arc mask wave absorbing device |
| TWI475146B (en) * | 2012-01-11 | 2015-03-01 | Nat Univ Chung Hsing | A breakwater with a composite fire pack |
| CN104727270A (en) * | 2015-02-07 | 2015-06-24 | 长沙理工大学 | Reverse arc-shaped bulwark and computing method for total horizontal wave force of bulwark |
| CN105200957A (en) * | 2015-09-17 | 2015-12-30 | 河海大学 | Pi-shaped pile foundation open-typepermeable bulwark with arc slab and design method of bulwark |
| CN107061124A (en) * | 2017-06-27 | 2017-08-18 | 哈尔滨工程大学 | A kind of floatation type carries the piezoelectricity Wave energy converting device of swash plate |
| CN109972586A (en) * | 2019-01-04 | 2019-07-05 | 中交第三航务工程勘察设计院有限公司 | Breakwater composite construction |
| CN110318367A (en) * | 2019-05-23 | 2019-10-11 | 中交第三航务工程勘察设计院有限公司 | A kind of novel revetment structure |
| CN110939100A (en) * | 2019-11-29 | 2020-03-31 | 中交天津港湾工程研究院有限公司 | Breakwater component and application thereof |
-
2006
- 2006-09-14 CN CNU2006200273029U patent/CN200978411Y/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI457488B (en) * | 2011-04-15 | 2014-10-21 | Univ Nat Chunghsing | A caudal - type breakwater with a circular arc |
| TWI475146B (en) * | 2012-01-11 | 2015-03-01 | Nat Univ Chung Hsing | A breakwater with a composite fire pack |
| CN104296960A (en) * | 2014-09-19 | 2015-01-21 | 集美大学 | Circular arc mask wave absorbing device |
| CN104727270A (en) * | 2015-02-07 | 2015-06-24 | 长沙理工大学 | Reverse arc-shaped bulwark and computing method for total horizontal wave force of bulwark |
| CN104727270B (en) * | 2015-02-07 | 2016-11-16 | 长沙理工大学 | A kind of computational methods of ogee breakwater aggregate level wave force |
| CN105200957A (en) * | 2015-09-17 | 2015-12-30 | 河海大学 | Pi-shaped pile foundation open-typepermeable bulwark with arc slab and design method of bulwark |
| CN105200957B (en) * | 2015-09-17 | 2017-01-18 | 河海大学 | Pi-shaped pile foundation open-typepermeable bulwark with arc slab and design method of bulwark |
| CN107061124A (en) * | 2017-06-27 | 2017-08-18 | 哈尔滨工程大学 | A kind of floatation type carries the piezoelectricity Wave energy converting device of swash plate |
| CN109972586A (en) * | 2019-01-04 | 2019-07-05 | 中交第三航务工程勘察设计院有限公司 | Breakwater composite construction |
| CN110318367A (en) * | 2019-05-23 | 2019-10-11 | 中交第三航务工程勘察设计院有限公司 | A kind of novel revetment structure |
| CN110939100A (en) * | 2019-11-29 | 2020-03-31 | 中交天津港湾工程研究院有限公司 | Breakwater component and application thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20071121 |
|
| EXPY | Termination of patent right or utility model |