CN206448235U - Harbor breakwater structure - Google Patents
Harbor breakwater structure Download PDFInfo
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- CN206448235U CN206448235U CN201621246064.0U CN201621246064U CN206448235U CN 206448235 U CN206448235 U CN 206448235U CN 201621246064 U CN201621246064 U CN 201621246064U CN 206448235 U CN206448235 U CN 206448235U
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- crossbeam
- water fender
- water
- breakwater structure
- harbor
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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 discloses a kind of harbor breakwater structure, its drip irrigation device is to include being fixed on the water fender that basin bottom is used to buffer the impulsive force of wave, the water fender is provided with header board away from the one end at basin bottom, the two ends of the header board are connected to towards the water fender on the outside of basin and towards the crossbeam on the inside of basin, and length of the crossbeam in water is less than length of the water fender in water.It is arranged such, is substantially tended to be steady compared to the current that water fender deviates from crossbeam side towards the current of crossbeam side positioned at water fender, ensure that the effect for reaching and preventing that vessel berth is unstable in gentle current；When water level fluctuates, even if ship moves up and down with water level, it can also be hindered by crossbeam.Area of this structure due to largely reducing crossbeam, can significantly reduce material and energy spent in building course, play the effect of energy-conserving and environment-protective simultaneously.
Description
Technical field
The utility model is related to water project design service field, more particularly to a kind of harbor breakwater structure.
Background technology
Harbor breakwater structure, is a kind of for building on the water surface, prevents ship can not be steady by Lidar Equation
The aquatic building engineering berthed.Harbor breakwater structure is arranged in basin mostly.
At present, Publication No. CN203256680U Chinese patent discloses a kind of harbor breakwater structure, and it includes
Harbor breakwater structure levee body, the harbor breakwater structure levee body is continuously made up of wall pile frame construction, the wall stake
Frame structure is main to include before and after nose girder, linking beam and column, precast concrete framework axle on nose girder by precast concrete framework
To provided with some reserved stake holes, through some prefabricated piles in the reserved stake holes, the concrete is placed in prefabricated with framework
Stake top, the concrete is monolithically fabricated harbor breakwater structure wall pile foundation with framework and some prefabricated piles.
The prefabricated pile of this harbor breakwater structure is embedded in water, the equal length of each prefabricated pile, is extended under water, main
Dense arrangement is wanted in two rows, although this prefabricated pile plays certain inhibition to wave, but wave is when attacking, outside it is pre-
The impulsive force that stake processed is subject to is big, and wave is after the prefabricated pile in outside, and the current at the prefabricated pile of inner side tend towards stability, hardly
Berthing for ship is impacted, now set by inner side prefabricated pile is small to the cushioning effect of wave or even nothing, cause material and
The waste of the energy.
Utility model content
The purpose of this utility model is to provide a kind of harbor breakwater structure, and it, which has, can reduce harbor breakwater
The advantage of the structure material energy spent in building course.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of harbor breakwater structure, including be fixed on basin bottom be used for buffer wave impulsive force water fender,
The water fender is provided with header board away from the one end at basin bottom, and the two ends of the header board are connected to towards on the outside of basin
Water fender and towards the crossbeam on the inside of basin, length of the crossbeam in water is less than length of the water fender in water.
It is arranged such, when there is wave in water, wave impacts from waters at the breakwater structure of the harbor, with dash
When plate bumps against, the impulsive force that wave is carried is born by water fender, and basin bottom and harbor breakwater are extended to from water fender
On the header board of structural top, so positioned at water fender towards crossbeam side current compared to water fender away from crossbeam side
Current substantially tend to be steady, so crossbeam only needs to be shorter in length than water fender, still are able to ensure to reach and prevent in gentle current
The only unstable effect of vessel berth；Because crossbeam is connected with header board, so crossbeam is in water by the water surface, so working as water level
When fluctuating, even if ship moves up and down with water level, it can also be hindered by crossbeam, when preventing water level step-down, ship falls
In the lower section of header board.Area of this structure due to largely reducing crossbeam, can significantly reduce institute in building course simultaneously
The material and energy of consuming, play the effect of energy-conserving and environment-protective.Meanwhile, waters and port between crossbeam and water fender that length differs
The waters connection of large area in pond, the current easily caused between the two if crossbeam and water fender equal length are difficult flowing, shape
Into stagnant water, it is difficult to clear up after coming into operation for a long time.
Further set：The water fender includes plate body, is easy to the permeable hole that current are passed through on plate body.
It is arranged such, permeable hole can be easy to current to pass through in wave stroke water fender, and these tiny current are difficult
Ship is impacted, while the material needed for one piece of water fender of production can also be reduced.Wave from permeable hole flow through when, by one
Partial pressure is transferred to the waters between water fender and crossbeam, the design of permeable hole is reduced impact institute of the wave to water fender
The pressure brought.
Further set：The perfusion for being used for improving breakwater structure bulk strength is provided between adjacent two water fender
Stake.
It is arranged such, bored concrete pile improves the bulk strength of breakwater structure, and all kinds of facilities on the water surface can be risen
To supporting role.
Further set：The crossbeam is spacing by cushion cap inlay card, and one end of the bored concrete pile is embedded in basin bottom, separately
One end is fixedly connected with cushion cap.
Be arranged such, bored concrete pile be embedded in basin bottom ensure that be difficult when wave attacks loosen, with basin bottom
Bonding strength it is high, be so after cushion cap connection, the relative position of cushion cap is also restrained, after cushion cap is limited, crossbeam with
The structure of cushion cap inlay card ensure that the relative position of crossbeam is constant, to ensure the stabilization of whole breakwater.
Further set：The both sides in the water fender bottom of pond portion off the port are spacing by plain concrete block, and the plain concrete block includes
Matrix positioned at basin bottom, it is used for towards water fender side positioned at matrix the limiting section of fixing water fender.
It is arranged such, matrix is used to provide the spacing of stabilization, while water fender is fixed on into basin bottom；Limiting section is fixed
Water fender, is brought into close contact with water fender, reduces water fender and produces situation about loosening with plain concrete block due to the promotion by wave.
Further set：The water fender is additionally provided with plain concrete block junction and is connected for reinforcing water fender with basin bottom
The sandstone backfill block of intensity.
It is arranged such, sandstone backfill block is pressed on plain concrete block, makes after plain concrete block is under pressure, the connection with basin bottom is strong
Degree is improved, and what reduction was caused by water impact rocks.
Further set：The cushion cap includes main body, and being provided with main body towards the side of crossbeam is used to accommodate the recessed of crossbeam
The portion of falling into.
It is arranged such, the depressed part of cushion cap is used for the two ends for accommodating crossbeam, crossbeam is limited between two cushion caps, so
Cushion cap and crossbeam are mutually perpendicular to, and constitute metastable right-angle structure, are made cushion cap, water fender, crossbeam composition rectangle, are improved connection
While intensity, cushion cap also provides the connection area with header board, so as to the construction of header board.
Further set：Colored case is interval with the header board, the colored case is located at header board close to crossbeam side.
It is arranged such, flower case can optimize greening environment；Simultaneously header board close to crossbeam side waters compared to away from
The waters of crossbeam side is more steady, so flower case position is difficult to rock, is influenceed small by water impact, keeps facility
Stability.
Further set：The illuminating lamp for being easy to vessel berth is also interval with the crossbeam.
It is arranged such, illuminating lamp can improve identification under night or fog dense environment, be easy to ship a long way off
Recognize the orientation of harbor breakwater structure.
In summary, the utility model has the advantages that：Construction harbor breakwater structure can effectively be reduced
Shi Suoxu material, while the stability of harbor breakwater structure is good, intensity is equal everywhere for splash guard, and stress is equal in magnitude,
It is reliable with the bonding strength of basin bottom, influenceed small the drawbacks of by waters wave stroke.
Brief description of the drawings
Fig. 1 is breakwater structure schematic diagram in embodiment 1；
Fig. 2 is breakwater side view in embodiment 1；
Fig. 3 is cushion cap and beam connecting structure schematic diagram in embodiment 1；
Fig. 4 is harbor top view in embodiment 1.
In figure, 1, water fender；11st, plate body；12nd, permeable hole；2nd, header board；3rd, crossbeam；31st, beam body；32nd, locating piece；4、
Bored concrete pile；5th, plain concrete block；51st, matrix；52nd, limiting section；6th, sandstone backfill block；7th, flower case；8th, illuminating lamp；9th, wedge-shaped slot；10th, hold
Platform；101st, main body；102nd, depressed part.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1：A kind of harbor breakwater structure, for being intercepted out in natural water area, one piece of water surface is steady, be used for
The basin of vessel at anchor.As shown in figure 1, including the header board 2 on the water surface.
As shown in figure 1, the two ends of header board 2 are connected with water fender 1 and crossbeam 3.The length of water fender 1 is considerably longer than crossbeam
3 length.The waters that crossbeam 3 is crossed towards harbor breakwater structure, the piece water surface area is small, and the water surface is steady, for stopping
Moor a boat only；Water fender 1 is towards large stretch of natural water area such as lake etc., for stopping the wave in natural water area.
As shown in figure 1, crossbeam 3 is provided with the cushion cap 10 for spacing crossbeam 3 perpendicular to header board 2 in the both sides of crossbeam 3,
Cushion cap 10 is set to rectangular plate-like, as shown in figs. 1 and 3, and it includes main body 101, in cushion cap 10 towards being additionally provided with depression at crossbeam 3
Portion 102, depressed part 102 is located at one end that cushion cap 10 deviates from basin bottom.Crossbeam 3 includes the beam body 31 of rectangular plate-like, beam body 31
Both sides and the junction of cushion cap 10 be provided with the locating piece 32 being wholely set with crossbeam 3, locating piece 32 is located at beam body 31 and deviates from basin
Bottom side.The depressed part 102 that one piece of crossbeam 3 is furnished with corresponding two pieces of cushion caps 10, two pieces of cushion caps 10 is accommodated respectively
The locating piece 32 of the both sides of beam body 31, meanwhile, two pieces of cushion caps 10 extend from crossbeam 3 at water fender 1, make water fender 1, two pieces hold
Platform 10, one rectangle of formation of crossbeam 3.Wherein, horizontal depth of beam is that 120cm, i.e. crossbeam play position-limiting action in water to ship
Effective depth be 120cm.
As shown in figure 1, header board 2 is covered on the rectangle that water fender 1, cushion cap 10, crossbeam 3 are formed, poured by cement
Header board 2 and cushion cap 10 etc. are fixedly connected.
When water level fluctuates, it is docked in and is moved up and down by the ship at crossbeam 3 with water level, but begins in motion process
Eventually by the obstruction of crossbeam 3, it is impossible to the region entered between crossbeam 3 and water fender 1, so as to prevent ship in water level step-down luck
Move between water fender 1 and crossbeam 3, with water level rise jack-up header board 2 when water level is uprised.
As shown in figure 1, header board 2 is provided with illuminating lamp 8 and flower case 7 away from the one side of the water surface.Because the flower weight of case 7 is big,
It is located at close to the side of crossbeam 3, makes to spend the relative position of case 7 to change to reduce the weak vibrations brought during wave stroke
Become；Illuminating lamp 8 is positioned close to the side of water fender 1, and the light weight of illuminating lamp 8, even if being impacted by wave, is produced with wave
Weak vibrations, are not easy to because deadweight problem comes off with header board 2.
Flower case 7 structure uses reinforcing bar concrete placings, and the specification of single colored case 7 is 750cmx750cmx3000cm, the wall thickness of casing 9
Banketed inside 10cm, flower case 7, planting, the outside of flower case 7 is using the thick marble veneers of 5cm；Whole harbor breakwater structure
A colored case 7 is arranged every 10 meters.
Illuminating lamp 8, using model 50.7003.6F, 26W Lawn lamp, is highly 1m, and locating distance is controlled in 10m.
As shown in figure 1, header board 3 and water fender 1, the formation bridge structure of bored concrete pile 4, bored concrete pile 4 are played in bridge structure
The effect of load-bearing, header board 3 plays a part of bridge floor in bridge structure.
As shown in figure 1, water fender 1 includes itself plate body 11 and the permeable hole 12 being arranged on plate body 11, the thickness of plate body 11
Spend for 35cm, its width is 350cm, and plate body 11 is extended at basin bottom under water, as illustrated in fig. 1 and 2, with basin bottom
Connected by plain concrete block 5.Plain concrete block 5 includes matrix 51, and matrix 51 is fixedly connected on basin bottom.Deviate from basin bottom in matrix 51
Limiting section 52 is connected with the one side in portion.
When installing water fender 1, wedge-shaped slot 9 first is dug in basin bottom, sets matrix 51 to make the bottom of water fender 1 in bottom land
Portion is contacted on matrix 51, pours limiting section 52 in the both sides of water fender 1 Yu the inconsistent one end of matrix 51, limiting section 52 is by element
Concrete placings are formed, so matrix 51 and water fender 1 can be fastenedly connected.
As shown in Fig. 2 having poured after limiting section 52, still there is space in wedge-shaped slot 9, then block 6 is backfilled by wedge using sandstone
Shape groove 9 is filled up.
Being dug in basin bottom has hole, and plain concrete block 5 is placed in hole, as shown in Fig. 2 deviating from basin bottom in plain concrete block 5
Side be additionally provided be pressed on plain concrete block 5 sandstone backfill block 6.
After the completion of construction, sandstone backfill block 6 and matrix 51 and the groove of basin bottom are contradicted, and limiting section 52 is returned positioned at sandstone
In fill block 6.
As illustrated in fig. 1 and 2, bored concrete pile 4 is located between adjacent two pieces of water fenders 1, the one end in the bottom of pond portion off the port of bored concrete pile 4
It is embedded to basin bottom；Because bored concrete pile 4 and cushion cap 10 are poured using reinforcing bar and cement, extend in the other end of bored concrete pile 4
Reinforcing bar, extends to cushion cap 10 at the side of water fender 1, with cement by bored concrete pile poured with cushion cap together with realize be connected.
Bored concrete pile 4 is again provided between adjacent two pieces of crossbeams 3, the bottom embedment basin bottom of bored concrete pile 4, the other end equally uses reinforcing bar
It is connected, the mode that cement is poured and cushion cap 10 are connected at the side of crossbeam 3.
As shown in figure 4, in the harbor built using above-mentioned breakwater structure, the overall harbor is in " C " shape,
Ship enters in the harbor at the opening in " C " the shape harbor.
Wherein, bored concrete pile 4 is distributed with two at the outline of straight line in the harbor；Four are then provided with the turning point in the harbor
Root, rectangular shape distribution, improves external force resistance intensity.
The above embodiments are only to explain of the present utility model, and it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected in right of the present utility model by Patent Law.
Claims (10)
1. a kind of harbor breakwater structure, including it is fixed on the water fender that basin bottom is used to buffer the impulsive force of wave（1）,
It is characterized in that：The water fender（1）One end away from basin bottom is provided with header board（2）, the header board（2）Two ends difference
It is connected with towards the water fender on the outside of basin（1）With towards the crossbeam on the inside of basin（3）, the crossbeam（3）Length in water
Less than water fender（1）Length in water.
2. harbor breakwater structure according to claim 1, it is characterised in that：The water fender（1）Including plate body
（11）, positioned at plate body（11）On be easy to the permeable hole that current are passed through（12）.
3. harbor breakwater structure according to claim 2, it is characterised in that：The two adjacent water fenders（1）Between
Provided with the bored concrete pile for improving breakwater structure bulk strength（4）.
4. harbor breakwater structure according to claim 3, it is characterised in that：The crossbeam（3）Pass through cushion cap（10）
Inlay card is spacing, the bored concrete pile（4）One end be embedded in basin bottom, the other end and cushion cap（10）It is fixedly connected.
5. harbor breakwater structure according to claim 1, it is characterised in that：The water fender（1）Bottom of pond off the port
The both sides in portion pass through plain concrete block（5）Spacing, the plain concrete block includes the matrix positioned at basin bottom（51）, positioned at matrix（51）Face
To water fender（1）Side is used to fix water fender（1）Limiting section（52）.
6. harbor breakwater structure according to claim 5, it is characterised in that：The water fender（1）With plain concrete block（5）
Junction is additionally provided with for reinforcing water fender（1）Block is backfilled with the sandstone of basin bottom bonding strength（6）.
7. harbor breakwater structure according to claim 4, it is characterised in that：The cushion cap（10）Including main body
（101）, in main body（101）Towards crossbeam（3）Side be provided be used for accommodate crossbeam（3）Depressed part（102）.
8. harbor breakwater structure according to claim 7, it is characterised in that：The crossbeam（3）Including beam body（31）、
Positioned at beam body（31）The locating piece at two ends（32）, the locating piece（32）Contact at depressed part（102）It is interior.
9. harbor breakwater structure according to claim 1, it is characterised in that：The header board（2）On be interval with
Flower case（7）, the colored case（7）Positioned at header board（2）Close to crossbeam（3）Side.
10. harbor breakwater structure according to claim 1, it is characterised in that：The crossbeam（3）On be also interval with
It is easy to the illuminating lamp of vessel berth（8）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621246064.0U CN206448235U (en) | 2016-11-14 | 2016-11-14 | Harbor breakwater structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621246064.0U CN206448235U (en) | 2016-11-14 | 2016-11-14 | Harbor breakwater structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206448235U true CN206448235U (en) | 2017-08-29 |
Family
ID=59661398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621246064.0U Active CN206448235U (en) | 2016-11-14 | 2016-11-14 | Harbor breakwater structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206448235U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747806A (en) * | 2019-11-04 | 2020-02-04 | 上海勘测设计研究院有限公司 | Sheet pile element and prefabricated ecological revetment structure |
| US11286630B2 (en) * | 2020-03-19 | 2022-03-29 | Ocean University Of China | Pile foundation permeable breakwater with variable permeability and construction method thereof |
-
2016
- 2016-11-14 CN CN201621246064.0U patent/CN206448235U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747806A (en) * | 2019-11-04 | 2020-02-04 | 上海勘测设计研究院有限公司 | Sheet pile element and prefabricated ecological revetment structure |
| US11286630B2 (en) * | 2020-03-19 | 2022-03-29 | Ocean University Of China | Pile foundation permeable breakwater with variable permeability and construction method thereof |
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