CN201040840Y - Hydrophilic wave-eliminating breakwater with grid-type structure - Google Patents
Hydrophilic wave-eliminating breakwater with grid-type structure Download PDFInfo
- Publication number
- CN201040840Y CN201040840Y CNU2007200960177U CN200720096017U CN201040840Y CN 201040840 Y CN201040840 Y CN 201040840Y CN U2007200960177 U CNU2007200960177 U CN U2007200960177U CN 200720096017 U CN200720096017 U CN 200720096017U CN 201040840 Y CN201040840 Y CN 201040840Y
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- wall
- hydrophilic
- mole
- unrestrained
- lattice
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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 a hydrophilic wave dissipating lattice typed structure breakwater, the structure of the breakwater comprises a main body, a dyke roof channel, and a wave retaining wall. The main body includes an outer wall closed to the sea side and an inner wall closed to the port side, a partition wall is arranged between the outer wall and the inner wall. The upper part of the inner wall is provided with a wave retaining wall, the root of the wave retaining wall is connected with a level roof plate with the inner wall, the upper side of the roof plate is the dyke roof channel. The side closed to the sea from the dyke roof channel is provided with one hydrophilic platform or several hydrophilic platforms. The roots of the outer wall, the inner wall, and the partition wall are connected as one body by a bottom plate, forming a lattice typed hollow box structure. The effects of the utility model is that: the breakwater can be prefabricated and installed in one time to form the channel of the breakwater, the hydrophilic platforms and the wave retaining wall, the process of on-site construction is simplified, the utility model is favorable to the fast construction in the open sea area, and is favorable to construct port and coast project buildings such as breakwater, sand control dam, breakwater causeway and breakwater revetment, etc. in natural conditions wicked open sea area. No cast-in-place concrete, filling stone and other subsequent process is need, and the assault of the billow can be resisted.
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, particularly a kind of hydrophilic unrestrained lattice structure mole that disappears.
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.When the embodiment wave resistance enclosed the major function of low bank between fields or shore protection, mole was the retaining soil wave resistance structure as 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.
In order to prevent during the climax billow, wave is crossed levee crown or shore protection end face and is influenced steadily or to shore protection rear land-based area facility causing damage of waters behind the dike, and the wave wall of certain altitude is set in the side that borders on the sea of levee crown or shore protection end face usually.But the setting of wave wall stops or has hindered sight line at levee crown or shore protection end face pedestrian Baywatch scape, has also influenced the function of strand building " hydrophilic ".
Summary of the invention
For solving the problem that exists in the above-mentioned technology, the purpose of this utility model provides a kind of hydrophilic unrestrained lattice structure mole that disappears, help making the visitor the time than low water stage, enter water balcony by levee crown along marking time, reach with the water surface more near and get close to the ocean, view on levee crown does not have obstruction to pedestrian or visitor.
For achieving the above object, the technical solution adopted in the utility model has provided a kind of hydrophilic unrestrained lattice structure mole that disappears, this mole one side is the side that borders on the sea, opposite side is the Harbor side, wherein: the structure of this mole has main body, levee crown passage and wave wall, described main body includes the exterior wall 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, top at interior wall is provided with wave wall, the root of wave wall and interior wall are connected with the top board of level, the upside of top board is the levee crown passage, between the exterior wall of the side that borders on the sea, be provided with one-level water balcony at least by the levee crown passage, described exterior wall, partition wall, the root of interior wall is connected as a single entity by base plate, forms the structure of lattice type empty van.
The beneficial effects of the utility model are that this structure mole can once prefabricatedly promptly form passage, water balcony 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 (comprising water balcony) 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 the hydrophilic unrestrained lattice structure construction that disappears of the present utility model;
Fig. 2 is the stereogram of the hydrophilic unrestrained lattice structure mole that disappears 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, water balcony
10,11, hole 12, water level 13, riprap foundation
14, mark time
The specific embodiment
Be described further below in conjunction with the mole of drawings and Examples the hydrophilic unrestrained lattice structure that disappears of the present utility model.
As shown in Figure 1, the hydrophilic unrestrained lattice structure mole that disappears of the present utility model, this mole one side is the side that borders on the sea, and opposite side is the Harbor side, and the structure of this mole has main body, levee crown passage and wave wall.Described main body includes the exterior wall 1 of the described side that borders on the sea and the interior wall 2 of described Harbor side, is provided with partition wall 3 between exterior wall 1 and interior wall 2.Be provided with wave wall 4 on the top of interior wall 2, the root of wave wall 4 and interior wall 2 are connected with the top board 5 of level, and the upside of top board 5 is a levee crown passage 8.Between the exterior wall 1 of the side that borders on the sea, be provided with one-level at least by levee crown passage 8, promptly can secondary to multistage, 14 link to each other by marking time between the water balcony 9.The root of described exterior wall 1, partition wall 3, interior wall 2 is connected as a single entity by base plate 6, forms the structure of lattice type empty van 7.
Levee crown passage 8 14 links to each other with water balcony 9 by marking time.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 10 on the plate of described exterior wall 1 and partition wall 3 and water balcony 9, also can not perforate.Offer through hole 11 on the described base plate 6, also can not perforate.On the plate of described exterior wall 1, partition wall 3, water balcony 9 and the through hole hole shape of offering on the base plate 6 be multiple hole shapes such as circular, square or strip, purpose is for the wave that disappears, pressure release.
It is multiple multi-form that the exterior wall 1 of the described side that borders on the sea and the interior wall 2 of Harbor side are set to vertical surface, inclined-plane or cambered surface etc.
Described levee crown passage 8 is horizontal levee crown face, can be according to the requirement road surface pavement that is open to traffic.
The vertical two ends of structure of described lattice type empty van 7 can be provided with end plate according to actual needs, can be filled with the filler that comprises sand, stone, concrete etc. according to actual needs in the structure of lattice type empty van 7.
The main body of the hydrophilic unrestrained lattice structure mole that disappears of the present utility model is the structure of prefabricated reinforced concrete lattice type empty van 7, vertically (mole axis direction) is the structural mass of the lattice type empty van 7 of certain-length, block-by-block integral body is placed on the good riprap foundation 13 of leveling, forms the hydrophilic unrestrained lattice structure mole that disappears.
Shown in Figure 1 is the secondary water balcony, also one or more levels water balcony can be set according to actual needs.Fig. 2 is the stereogram of the hydrophilic unrestrained lattice structure mole that disappears, among the figure expression mark time and thin portion such as the unrestrained pressure release through hole that disappears.
The mode that the hydrophilic structure that disappears unrestrained lattice type empty van 7 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.
The prefabricated hydrophilic unrestrained lattice structure that disappears of steel concrete of precasting yard can adopt crane or crane ship that it is seated on the good riprap foundation 13 of the leveling of water level below 12 by land, and 13 of riprap foundations are positioned on the underwater soil.When being wave resistance embankment or shore protection, can implement backfill at interior wall 2 rear sides of the hydrophilic unrestrained lattice structure that disappears.
If when adopting the steel concrete floating caisson of the hydrophilic unrestrained lattice structure that disappears, then there is end plate at vertical two ends of 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 12 on the good riprap foundation 13.
Claims (10)
1. the mole of the hydrophilic unrestrained lattice structure that disappears, 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 has main body, levee crown passage and wave wall, described main body includes the exterior wall (1) 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), be provided with wave wall (4) on the top of interior wall (2), the root of wave wall (4) and interior wall (2) are connected with the top board (5) of level, the upside of top board (5) is levee crown passage (8), between the exterior wall (1) of the side that borders on the sea, be provided with one-level water balcony (9) at least by levee crown passage (8), described exterior wall (1), partition wall (3), the root of interior wall (2) is connected as a single entity by base plate (6), forms the structure of lattice type empty vans (7).
2. the mole of the hydrophilic unrestrained lattice structure that disappears according to claim 1 is characterized in that: wave wall (4) is arranged on the Harbor side.
3. the mole of the hydrophilic unrestrained lattice structure that disappears according to claim 1 is characterized in that: all offer through hole (10) on the top board of described exterior wall (1), partition wall (3) and water balcony (9).
4. the mole of the hydrophilic unrestrained lattice structure that disappears according to claim 1 is characterized in that: offer through hole (11) on the described base plate (6).
5. according to the mole of claim 1, the 4 described hydrophilic unrestrained lattice structures that disappear, it 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. according to the mole of claim 1, the 3 described hydrophilic unrestrained lattice structures that disappear, it is characterized in that: the hole shape of the through hole of offering on the top board of described exterior wall (1), partition wall (3), water balcony (9) and the base plate (6) is a kind of for circular, square or strip.
7. the mole of the hydrophilic unrestrained lattice structure that disappears according to claim 1 is characterized in that: the interior wall (2) of exterior wall of the described side that borders on the sea (1) and Harbor side is set to a kind of of vertical surface, inclined-plane or cambered surface.
8. the mole of the hydrophilic unrestrained lattice structure that disappears according to claim 1 is characterized in that: be equipped with the road surface on the described levee crown passage (8).
9. the mole of the hydrophilic unrestrained lattice structure that disappears according to claim 1 is characterized in that: vertical two ends of described lattice type empty van structure (7) are provided with end plate, fill filler and include sand, stone, concrete in the structure of lattice type empty van (7).
10. the mole of the hydrophilic unrestrained lattice structure that disappears according to claim 1 is characterized in that: levee crown passage (8) links to each other with water balcony (9) by mark time (14), and the arranged outside of mark time (14) and water balcony (9) has railing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CNU2007200960177U CN201040840Y (en) | 2007-05-16 | 2007-05-16 | Hydrophilic wave-eliminating breakwater with grid-type structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CNU2007200960177U CN201040840Y (en) | 2007-05-16 | 2007-05-16 | Hydrophilic wave-eliminating breakwater with grid-type structure |
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CN201040840Y true CN201040840Y (en) | 2008-03-26 |
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CNU2007200960177U Expired - Lifetime CN201040840Y (en) | 2007-05-16 | 2007-05-16 | Hydrophilic wave-eliminating breakwater with grid-type structure |
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103758080A (en) * | 2013-12-31 | 2014-04-30 | 陈振华 | Overhead wave-dissipation viewing platform structure |
CN104404927A (en) * | 2014-11-21 | 2015-03-11 | 上海交通大学 | Grid-like floating wave dissipation 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 |
CN104846774A (en) * | 2015-04-29 | 2015-08-19 | 广州市市政工程设计研究总院 | Urban small watershed watercourse quick storage and slow release sponge embankment structure |
CN107059772A (en) * | 2017-05-23 | 2017-08-18 | 浙江水利水电学院 | A kind of breakwater structure |
CN108286240A (en) * | 2018-04-19 | 2018-07-17 | 浙江水利水电学院 | Breakwater suitable for soft soil foundation |
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 |
CN110226547A (en) * | 2019-06-14 | 2019-09-13 | 福州大学 | Buoyancy tank is arranged in anti-wave fishing |
-
2007
- 2007-05-16 CN CNU2007200960177U patent/CN201040840Y/en not_active Expired - Lifetime
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103758080A (en) * | 2013-12-31 | 2014-04-30 | 陈振华 | Overhead wave-dissipation viewing platform structure |
CN103758080B (en) * | 2013-12-31 | 2016-01-06 | 杭州河口水利科技有限公司 | Overhead type disappears unrestrained sightseeing platform structure |
CN104404927A (en) * | 2014-11-21 | 2015-03-11 | 上海交通大学 | Grid-like floating wave dissipation 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 |
CN104846774A (en) * | 2015-04-29 | 2015-08-19 | 广州市市政工程设计研究总院 | Urban small watershed watercourse quick storage and slow release sponge embankment structure |
CN107059772A (en) * | 2017-05-23 | 2017-08-18 | 浙江水利水电学院 | A kind of breakwater structure |
CN107059772B (en) * | 2017-05-23 | 2019-03-12 | 浙江水利水电学院 | A kind of breakwater structure |
CN108286240A (en) * | 2018-04-19 | 2018-07-17 | 浙江水利水电学院 | Breakwater suitable for soft soil foundation |
CN108286240B (en) * | 2018-04-19 | 2023-12-26 | 浙江水利水电学院 | Construction method of breakwater suitable for soft soil foundation |
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 |
CN110226547A (en) * | 2019-06-14 | 2019-09-13 | 福州大学 | Buoyancy tank is arranged in anti-wave fishing |
CN110226547B (en) * | 2019-06-14 | 2021-04-27 | 福州大学 | Wave-proof fish raft buoyancy tank |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20080326 |