CN209652862U - Curtain wall type breakwater - Google Patents
Curtain wall type breakwater Download PDFInfo
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- CN209652862U CN209652862U CN201822275895.6U CN201822275895U CN209652862U CN 209652862 U CN209652862 U CN 209652862U CN 201822275895 U CN201822275895 U CN 201822275895U CN 209652862 U CN209652862 U CN 209652862U
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- tubular pole
- manger board
- curtain wall
- wall type
- type breakwater
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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 kind of curtain wall type breakwater, comprising: pile foundation, pile foundation ontology including transmission and the cushion cap for being set to pile foundation bodies top；Manger board is arranged on pile foundation ontology.It can extend into any position in water using the technical solution of the utility model manger board, wave absorbing effect is obvious, and difficulty of construction is small, and construction cost is low.
Description
Technical field
The utility model relates to dykes and dams fields, in particular to a kind of curtain wall type breakwater.
Background technique
Breakwater is broadly divided into as the major project facility in port engineering, traditional form: ramp type, upright
Formula, it is hybrid.The thinking of design resists wave mainly by levee body section weight, utmostly weakens basin waters wave after dike
Height reaches ship normal operation standard.But traditional trunk of breakwater hinders the exchange of water body between off-lying sea and basin, shape
At enclosed waters, seawater quality is caused to be deteriorated, destroys the surrounding waters ecosystem.Therefore, curtain wall type breakwater structure is because of it
Higher ecosystem characterization and economy are more and more applied in breakwater engineering now.In curtain wall type breakwater structure
Common structure is high-pile beam formula open piled quay, as shown in Figure 1, breakwater structure is mainly by trestle type high-pile beam structure
(cushion cap 2 including pilework 3 and above pilework 3) and two manger boards 1 composition for being located at 2 bilateral of cushion cap.Above-mentioned knot
Structure is to guarantee that wave absorbing effect, manger board 1 need to be inserted into certain depth in water, and wave is bigger, and insertion depth is bigger.This just brings three
The influence of aspect: 1. the upper end of manger board 1 and the end of contignation connect, and cantilever force length is too long, and calculating section is larger,
Monolithic weight is larger；2. manger board precast length is too long, monolithic weight is larger, and site operation difficulty is larger；3. difficulty of construction increases
Mean that duration and construction cost rise.
Utility model content
The main purpose of the utility model is to provide a kind of curtain wall type breakwaters, appoint so that manger board can extend into water
Meaning position, wave absorbing effect is obvious, and difficulty of construction is small, and construction cost is low.
To achieve the goals above, the utility model provides a kind of curtain wall type breakwater, comprising: pile foundation, including transmission
Pile foundation ontology and be set to the cushion cap of pile foundation bodies top；Manger board is arranged on pile foundation ontology.
Further, pile foundation ontology includes multiple pileworks along predetermined direction arrangement, and manger board is set in pilework.
Further, pilework includes in the first tubular pole and the second tubular pole of predetermined angular setting, and the first tubular pole is located at
The outside of second tubular pole, manger board are set on the tube wall of the first tubular pole.
Further, manger board is muti-piece, corresponding at least one piece of manger board on every first tubular pole, any one first pipe
Manger board in stake extends to the first tubular pole adjacent with first tubular pole.
Further, the corresponding two pieces of manger boards of each first tubular pole, two pieces of manger boards are respectively arranged at the two of the first tubular pole
Side, the two neighboring manger board being set on different first tubular poles are least partially overlapped on perpendicular to predetermined direction.
Further, reinforcement structure is provided between manger board and the first tubular pole.
Further, reinforcement structure is deep floor.
Further, length of the manger board on the extending direction of the first tubular pole is less than or equal to the length of the first tubular pole itself
Degree.
Further, manger board is made of metal material, and manger board is welded on pile foundation ontology.
Further, curtain wall type breakwater further include: wave wall is set to the top of cushion cap.
Using the technical solution of the utility model, manger board is arranged on pile foundation ontology, when pressure of the manger board by seawater
When power, which is transferred directly on the pile foundation ontology of pile foundation by manger board, therefore manger board can be inserted into according to actual needs
Face area of any depth without increasing manger board in water, therefore the weight of the manger board of the utility model is compared with the prior art
In the weight of manger board be much smaller, reduce site operation difficulty and construction cost.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide a further understanding of the present invention, this is practical
Novel illustrative embodiments and their description are not constituteed improper limits to the present invention for explaining the utility model.
In the accompanying drawings:
Fig. 1 shows the structural schematic diagram of high-pile beam formula open piled quay in the prior art；
Fig. 2 shows the embodiment schematic perspective views of curtain wall type breakwater according to the present utility model；
Fig. 3 shows the schematic side view of the curtain wall type breakwater of Fig. 2；
Fig. 4 shows the enlarged structure schematic diagram at the A of the curtain wall type breakwater of Fig. 3；And
Fig. 5 shows the structural schematic diagram of the part-structure of the curtain wall type breakwater of Fig. 2.
Wherein, the above drawings include the following reference numerals:
10, pile foundation；11, pile foundation ontology；111, the first tubular pole；112, the second tubular pole；12, cushion cap；20, manger board；21,
One plate face；22, the second plate face；30, reinforcement structure；40, wave wall.
Specific embodiment
It should be noted that in the absence of conflict, the features in the embodiments and the embodiments of the present application can phase
Mutually combination.The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
As shown in Figures 2 and 3, the curtain wall type breakwater of the present embodiment includes: pile foundation 10 and manger board 20.Wherein, stake
Base 10 includes the pile foundation ontology 11 of transmission and the cushion cap 12 for being set to pile foundation bodies top.Manger board 20 is arranged in pile foundation ontology
On 11.
Using the technical solution of the present embodiment, manger board 20 is arranged on pile foundation ontology 11, when manger board 20 is by seawater
Pressure when, which is transferred directly on the pile foundation ontology 11 of pile foundation 10 by manger board 20, therefore manger board 20 can basis
Practical wave absorbing effect needs to be inserted into the face area of any depth in water without increasing manger board 20, therefore the utility model
The weight of the weight of manger board 20 manger board more in the prior art is much smaller, and reduces site operation difficulty and is constructed into
This.
It should be noted that in the present embodiment, due to 11 transmission of pile foundation ontology, breakwater in the present embodiment
Levee body does not hinder the exchange of water body between off-lying sea and basin, forms open waters, and the water quality and surrounding waters to seawater are raw
State systematic influence very little.
As shown in Fig. 2, in the present embodiment, pile foundation ontology 11 includes multiple pileworks along predetermined direction arrangement, gear wave
Plate 20 is set in pilework.In said structure due to having gap between multiple pileworks, between off-lying sea and basin
Water body can be swapped by above-mentioned gap.Above structure is simple, reduces difficulty of construction, while construction cost is low.
As shown in Figures 2 and 3, in the present embodiment, pilework include in predetermined angular setting the first tubular pole 111 and
Second tubular pole 112.First tubular pole 111 is located at the outside of the second tubular pole 112, and manger board 20 is set to the tube wall of the first tubular pole 111
On.Above structure makes the structural stability of pilework strong, can drop significantly when the wave of off-lying sea is hit to manger board 20
The energy of low wave, to achieve the effect that the wave that disappears.It should be noted that in the present embodiment, manger board 20 is by wave to it
The pressure of application is transferred directly on the first tubular pole 111, and manger board 20 can need to be inserted into water according to practical wave absorbing effect appoints
Meaning depth.It, only need to be outside being located at since manger board 20 can need to be inserted into any depth in water according to practical wave absorbing effect
Manger board 20 is set on first tubular pole 111 of side, it is not necessary to bilateral manger board, therefore this are designed as in the prior art
The component of the curtain wall type breakwater of embodiment is few.Again since the component of the curtain wall type breakwater of the present embodiment is few, stress road
Diameter is clear.It is verified through object mould model test, each member stress can be determined according to the calculation method of Current Hydrologic specification.It mentions significantly
High design efficiency, especially to project's earlier stage it needs to be determined that substantially increasing the accuracy of deisgn product, avoiding when project investment
Because of the situation of later period additional investment caused by previous work deficiency.
As shown in Figure 2 and Figure 5, in the present embodiment, manger board 20 is muti-piece, is corresponded at least on every first tubular pole 111
One piece of manger board 20, manger board 20 on any one first tubular pole 111 is to first tubular pole adjacent with first tubular pole 111
111 extend.Above structure enables muti-piece manger board 20 to block the gap location between adjacent two first tubular poles 111, from
And wave wall is formed, wave absorbing effect is obvious.It should be noted that in the present embodiment, the first tubular pole 111 and manger board 20 are whole
Body processing and fabricating, piling process completion both mean to drive piles process and install manger board installation two procedures to complete, reduce and apply
Work process and difficulty ensure that duration and construction cost reduce.
As shown in Figure 2 and Figure 5, in the present embodiment, the corresponding two pieces of manger boards 20 of each first tubular pole 111, two pieces of gear waves
Plate 20 is respectively arranged at the two sides of the first tubular pole 111, and the two neighboring manger board 20 being set on different first tubular poles 111 is hanging down
Directly in predetermined direction (perpendicular to predetermined direction direction be figure in n to) on it is least partially overlapped with further increase disappear wave effect
Fruit.
It should be noted that as shown in figure 5, utility model people has found in studying for a long period of time, if breakwater so set,
Local waters is likely to result in the reflection of waters wave in port, especially port there are the region that wave energy is assembled, breakwater it is saturating
Wave, port internal reflection, wave energy aggregation three's superposition, ultimately cause waters in port and are unable to satisfy the pools such as stevedoring operations and surely require.
Using the technical solution of the present embodiment, the adjustable angle between two neighboring manger board 20 on different first tubular poles 111 can root
It is tested according to correlation model, provides the angle between optimal manger board, while reducing waters reflexion of wave in port, reduce wave energy
Aggregation, so that mooring conditions are optimal in shielding range.This function is that high-pile beam formula open piled quay in the prior art can not
Reach.It should be noted that the adjustable angle between above-mentioned two neighboring manger board 20 is managed when can pass through piling by first
Stake 111 rotates a certain angle realizations, or when by the first tubular pole 111 with the welding of manger board 20, just by the two with scheduled
Angle welds together.
As shown in Figures 2 to 5, in the present embodiment, reinforcement structure is provided between manger board 20 and the first tubular pole 111
30.Above structure can guarantee the local strength of manger board 20, prevent unstability.
As shown in Figures 2 to 5, in the present embodiment, reinforcement structure 30 is deep floor.Above structure is simple, is easy to add
Work.
As shown in Figure 2 and Figure 5, in the present embodiment, between every piece of manger board 20 and the first tubular pole 111 connected to it
It is provided with reinforcement structure 30, each manger board 20 includes the first plate face 21 and the second plate face 22 being oppositely arranged, two neighboring gear
One in two reinforcement structures 30 in wave plate 20 is located in the first plate face 21, two reinforcements on two neighboring manger board 20
Another in structure 30 is located in the second plate face 22, and above structure prevents two neighboring reinforcement structure 30 from interfering, and reduces
Difficulty of construction.
In the present embodiment, length of the manger board 20 on the extending direction of the first tubular pole 111 is less than or equal to the first tubular pole
111 itself length.In said structure, manger board 20 can require to be inserted into underwater any depth according to wave absorbing effect,.
In the present embodiment, manger board 20 is made of metal material, and manger board 20 is welded on pile foundation ontology 11.Above-mentioned knot
Structure is simple, and difficulty of processing is low.Specifically, in the present embodiment, manger board 20 is welded on the first tubular pole 111 made of Steel material
On.It should be noted that 20 integral manufacturing of the first tubular pole 111 and manger board, can guarantee the depth of manger board 20, it is suitable for short
Middle long-period wave situation, optimized construction procedure reduce duration and cost.
As shown in Fig. 2, in the present embodiment, curtain wall type breakwater further include: wave wall 40.Wave wall 40 is set to cushion cap
12 top.Above structure can stop portion cross the wave of the top of manger board 20, improve wave absorbing effect.In the present embodiment,
The surface of the close off-lying sea of wave wall 40 is anti-cambered surface, and above structure is simple, and wave absorbing effect is obvious.
It should be noted that high-pile beam formula open piled quay in the prior art is only applicable to, wave larger in the depth of water
Under conditions of smaller and short-period wave based on stormy waves, centering long-period wave wave absorbing effect is unobvious.But the present embodiment
Curtain wall type breakwater is suitable for the condition of middle long-period wave.
This structure is verified through object mould model test, and for middle long-period wave condition, wave absorbing effect is obvious.
Table 1 is the outer Design wave height of breakwater in physical experiments, and table 2 is that each water level wave is saturating in object mould model test
Coefficient is penetrated, wave transmission factor is lower, and wave absorbing effect is more obvious.By test result, as it can be seen that this structure centering long-period wave disappears, wave is that have
Effect.
The outer Design wave height (wave return period: 2a) of 1 breakwater of table
2 theoretical calculation of table and Logistics automatic system compare
It can be seen from the above description that the above embodiments of the utility model achieve the following technical effects:
1, the curtain wall type breakwater component in the present embodiment is few, clear by power path, verifies through object mould model test, each structure
Part stress can be determined according to the calculation method of Current Hydrologic specification.This method substantially increases design efficiency, especially to project
Early period it needs to be determined that when project investment, substantially increases the accuracy of deisgn product, caused by avoiding because of previous work deficiency after
The situation of phase additional investment；
2, manger board can require to be inserted into underwater any depth according to wave absorbing effect, reduce difficulty of construction and construction cost；
3, the first tubular pole and manger board are overall processing production, and piling process completion both means drive piles process and manger board
Two procedures are installed to complete, working procedure and difficulty is reduced, ensure that the duration, reduce construction cost；
4, the curtain wall type breakwater in the present embodiment is verified through object mould model test, and for middle long-period wave condition, disappear wave
Effect is obvious；
5, the relative angle between the two neighboring manger board of the curtain wall type breakwater in the present embodiment is adjustable.For
It is easy to cause in waters reflexion of wave in port, especially port local waters there are the region that wave energy is assembled, between adjustable wing board
Angle, reduce port in waters reflexion of wave while, reduce wave energy aggregation.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of curtain wall type breakwater characterized by comprising
Pile foundation (10), pile foundation ontology (11) including transmission and the cushion cap (12) for being set to the pile foundation bodies top；
Manger board (20) is arranged on the pile foundation ontology (11).
2. curtain wall type breakwater according to claim 1, which is characterized in that the pile foundation ontology (11) includes along predetermined party
To multiple pileworks of arrangement, the manger board (20) is set in the pilework.
3. curtain wall type breakwater according to claim 2, which is characterized in that the pilework includes being arranged in predetermined angular
The first tubular pole (111) and the second tubular pole (112), first tubular pole (111) is located at the outer of second tubular pole (112)
Side, the manger board (20) are set on the tube wall of first tubular pole (111).
4. curtain wall type breakwater according to claim 3, which is characterized in that the manger board (20) is muti-piece, every institute
State corresponding at least one piece of manger board (20) on the first tubular pole (111), the gear wave on any one of first tubular pole (111)
Plate (20) extends to first tubular pole (111) adjacent with first tubular pole (111).
5. curtain wall type breakwater according to claim 4, which is characterized in that each first tubular pole (111) corresponding two
Manger board described in block (20), two pieces of manger boards (20) are respectively arranged at the two sides of first tubular pole (111), are set to not
It is at least partly heavy on perpendicular to the predetermined direction with the two neighboring manger board (20) on first tubular pole (111)
It is folded.
6. curtain wall type breakwater according to claim 3, which is characterized in that the manger board (20) and first tubular pole
(111) reinforcement structure (30) are provided between.
7. curtain wall type breakwater according to claim 6, which is characterized in that the reinforcement structure (30) is deep floor.
8. curtain wall type breakwater according to claim 3, which is characterized in that the manger board (20) is in first tubular pole
(111) the length on extending direction is less than or equal to the length of first tubular pole (111) itself.
9. curtain wall type breakwater according to claim 1, which is characterized in that the manger board (20) is by metal material system
At the manger board (20) is welded on the pile foundation ontology (11).
10. curtain wall type breakwater according to claim 1, which is characterized in that the curtain wall type breakwater further include:
Wave wall (40), is set to the top of the cushion cap (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822275895.6U CN209652862U (en) | 2018-12-29 | 2018-12-29 | Curtain wall type breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822275895.6U CN209652862U (en) | 2018-12-29 | 2018-12-29 | Curtain wall type breakwater |
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| Publication Number | Publication Date |
|---|---|
| CN209652862U true CN209652862U (en) | 2019-11-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201822275895.6U Active CN209652862U (en) | 2018-12-29 | 2018-12-29 | Curtain wall type breakwater |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763455A (en) * | 2018-12-29 | 2019-05-17 | 中交水运规划设计院有限公司 | Curtain wall type breakwater |
| CN111365481A (en) * | 2020-03-19 | 2020-07-03 | 中国海洋大学 | Transmission system for pile foundation through type breakwater |
-
2018
- 2018-12-29 CN CN201822275895.6U patent/CN209652862U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763455A (en) * | 2018-12-29 | 2019-05-17 | 中交水运规划设计院有限公司 | Curtain wall type breakwater |
| CN109763455B (en) * | 2018-12-29 | 2024-04-09 | 中交水运规划设计院有限公司 | Permeable breakwater |
| CN111365481A (en) * | 2020-03-19 | 2020-07-03 | 中国海洋大学 | Transmission system for pile foundation through type breakwater |
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