CN205822125U - The interim breakwater structure of packaged type - Google Patents
The interim breakwater structure of packaged type Download PDFInfo
- Publication number
- CN205822125U CN205822125U CN201620498615.6U CN201620498615U CN205822125U CN 205822125 U CN205822125 U CN 205822125U CN 201620498615 U CN201620498615 U CN 201620498615U CN 205822125 U CN205822125 U CN 205822125U
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- China
- Prior art keywords
- steel
- type
- sitting type
- upright
- structure framework
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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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
Abstract
A kind of interim breakwater structure of packaged type, including the upright steel structure framework of bottom-sitting type, many horizontal plank barricades, many short steel plates, many short steel pipes stakes and air bag；The upright steel structure framework of described bottom-sitting type is made up of base, many vertical supportings and Duo Gen diagonal brace；Described horizontal plank is horizontal is inserted in the upright steel structure framework of bottom-sitting type formation exposed throughout type barricade；Described short steel plate is welded on bottom the upright steel structure framework of bottom-sitting type side by side；What described short steel pipes stake was positioned at bottom-sitting type upright steel structure framework both sides and vertical supporting intersects at welding hole reserved on angle point；Equipped with air bag in the cavity of described bottom-sitting type upright steel structure framework left and right.This utility model, in the sea situation of conventional coastal waters wave height, can effectively reduce the wave impact on offshore engineering, increase construction operation natural law, and structural safety is stable, for ease of maintenaince, can be mass, recycle, reduce construction costs.
Description
Technical field
This utility model is that one relates to civil engineering, building, mining technique field, faces particularly to a kind of packaged type
Time breakwater structure.
Background technology
There is more than 1.8 ten thousand kilometer of coastline in China, along with the fast development of China's Coastal Areas urban construction, the maritime affairs in coastal waters
Engineering is the most more many, but when being engaged in offshore engineering, wave is the most prominent on the impact of engineering construction, governs the reality of engineering
Execute the design with scheme, it is possible to find a kind of moveable anti-ripple measure to screen for job site temporarily, increase construction operation
Natural law, shorten the construction period seem particularly significant.
At present interim breakwater many employings floating breakwater, is developed so far, and kind is the most various, is generally divided into three major types:
Floating box type breakwater, float-type breakwater, floating raft type breakwater.Dominant structural moieties includes wave absorption buoyancy aid and anchor system, device, profit
The principle being concentrated mainly on water body top layer with wave energy carries out energy dissipating.The effect of energy dissipation of floating breakwater is main and W/L (buoyancy aid width
Degree/wavelength) and h/d (float/depth of water) be correlated with, therefore for different marine sites, need to be according to the different wave condition in scene
Design different floating breakwater physical dimensions.In addition cable and the anchorage of floating breakwater is prone to destroy under the wave action,
If cable destroys, buoyancy aid is the most floating, then may endanger boats and ships and offshore structure, and wave absorption buoyancy aid once destroys, and safeguards more
Difficulty.The most also minority floating breakwater is had to use steel-pipe pile etc. to be fixed, although the wind that anchor system, device destroys can be avoided
Danger, but its foundation cost is higher, and piling pile pulling difficulty is bigger, it is difficult to as temporary structure cycle applications.
Summary of the invention
The purpose of this utility model is the deficiency for existing floating breakwater, it is provided that a kind of for greater coasting area can
Portable interim breakwater structure, this structure, in the sea situation of conventional coastal waters wave height, can effectively reduce wave to offshore engineering
Impact, increase construction operation natural law, and structural safety is stable, for ease of maintenaince, can be mass, recycle, reduce engineering
Cost.
As above conceiving, the technical solution of the utility model is: a kind of interim breakwater structure of packaged type, its feature exists
In: include the upright steel structure framework of bottom-sitting type, many horizontal plank barricades, many short steel plates, many short steel pipes stakes and air bag；Institute
State the upright steel structure framework of bottom-sitting type to be made up of base, many vertical supportings and Duo Gen diagonal brace；Described horizontal plank is horizontal is inserted in seat
Formula upright steel structure framework in the end is formed exposed throughout type barricade；Described short steel plate is welded at the bottom of the upright steel structure framework of bottom-sitting type side by side
Portion；Described short steel pipes stake is positioned at the welding hole reserved on angle point that intersects of bottom-sitting type upright steel structure framework both sides and vertical supporting
Place；Equipped with air bag in the cavity of described bottom-sitting type upright steel structure framework left and right.
The base of the upright steel structure framework of described bottom-sitting type is made up of channel-section steel 14a, many vertical supportings are by Two bors d's oeuveres I-steel
2.5 meters of compositions of longitudinal pitch are fixed on base, and reserve welding hole with the intersection of base, reserved level between vertical supporting
The fixing steel plate that plank barricade inserts, diagonal brace is fixed between longitudinal bracing and base.
It is fixed with under the upright steel structure framework of described bottom-sitting type and does sill plate.
Described short steel plate elongated layout three road, and be welded on bottom the upright steel structure framework of bottom-sitting type.
Towards a diameter of 500mm of steel-pipe pile of wave direction in described short steel pipes stake, a length of 4.2m of stake, longitudinal pitch is 2.5m,
The a diameter of 299mm of steel-pipe pile, a length of 2.5m of stake of back of the body wave direction, longitudinal pitch is 2.5m.
Described horizontal plank barricade is by the horizontal fixing steel plate being inserted in the upright steel structure framework of bottom-sitting type of root.
This utility model has such advantages as and good effect:
1, this utility model is a kind of wave trap being applied in coastal ocean engineering, and its structure is light, permissible
Row is lifted up into the most mobile, with the sea situation of reply different waters difference wave direction with air bag transportation by driving or ship.
Horizontal plank barricade the most of the present utility model can be with independent assortment in terms of vertical location and width, to adapt to difference
Depth of water difference period of wave and the complicated sea situation of different wave height, can effectively reflect or crush wave, and wave dissipation effect is notable.
3. this utility model sits the end in sea bed, it is difficult to floating by wave stroke, can avoid structure because ripple condition surpasss the expectation
And the secondary harm that operation boats and ships, offshore structure etc. are caused, and keep in repair more convenient.
4. this utility model is made up of shaped steel and timber, simple in construction, can on-the-spot produce in batches, and single linear meter(lin.m.) cost is low
Honest and clean, reusable edible, as constructing, interim anti-ripple measure can be substantially reduced engineering cost, increases effective operation natural law, and shortening is executed
The work duration.
5. this utility model uses cancelled structure, it is allowed to water body exchange inside and outside port, environmentally friendly.
Accompanying drawing explanation
Fig. 1 is structure section figure of the present utility model；
Fig. 2 is structural plan of the present utility model figure；
Fig. 3 is structural facades figure of the present utility model.
In figure, 1 is the upright steel structure framework of bottom-sitting type；2 is horizontal plank barricade；3 is short steel plate；4 is short steel pipes stake；5 are
Sit sill plate；6 is air bag；7 come unrestrained direction.
Detailed description of the invention
Below in conjunction with the accompanying drawings the interim breakwater structure of packaged type of utility model is illustrated.
Case study on implementation:
Under mean depth 4.5m, the sea situation of wave height 1.5m, as shown in Figure 1, 2, 3: a kind of interim breakwater of packaged type
Structure, including the upright steel structure framework of bottom-sitting type 1, horizontal plank barricade 2, short steel plate 3, short steel pipes stake 4, sits sill plate 5, air bag
6.The upright steel structure framework of described bottom-sitting type is made up of base, many vertical supportings and Duo Gen diagonal brace.Described horizontal plank
Barricade is horizontal to be inserted in the upright steel structure framework of bottom-sitting type formation exposed throughout type barricade and carries out disappearing wave, to reduce the transmitted wave at dike rear
Height, horizontal plank barricade can the most freely position, to adapt to different water depth difference period of wave and different wave height
Complicated sea situation.Described short steel plate is welded on bottom the upright steel structure framework of bottom-sitting type side by side, to strengthen it at severe sea condition
Under holistic arrestment slippage stabilization.Described short steel pipes stake is positioned at the both sides of the upright steel structure framework of bottom-sitting type and the friendship of vertical supporting
At welding hole reserved on fork angle point, set, to strengthen its entirety under severe sea condition after steel structure framework positions
Stability against overturning.Under the conditions of sea situation is preferable, the air bag described in the cavity of steel structure framework left and right can be inflated, exit, and enters
The flexible transportation by driving of row and location.The described sill plate that does is fixed under the upright steel structure framework of bottom-sitting type, to strengthen its integrated carrying
Ability.
Further, described bottom-sitting type upright steel structure framework 1 base is made up of channel-section steel 14a, width 10 meters, single structure
7.5 linear meter(lin.m.)s are long, reserved welding hole 510mm on both sides intersect angle point.Vertical supporting is by Two bors d's oeuveres I-steel 32a longitudinal pitch 2.5
Meter Zu Cheng, long 6m, the fixing steel plate of reserved fender beam between I-steel.Diagonal brace is made up of channel-section steel 14, longitudinal pitch 2.5m.
Further, described short steel plate 3, a length of 1.9m of plate, thickness is 10mm, elongated layout three road, is welded on described
The upright steel structure framework of bottom-sitting type, can rely on overall deadweight to insert soft soil foundation.
Further, the upright steel structure framework of bottom-sitting type 1 and short steel plate 3 are pre-erection, integral prefabricated part list linear meter(lin.m.)
Weight 1.34t, can preferably can use ship to lift up into row location with air bag transportation by driving.
Further, described horizontal plank barricade 2 is by the horizontal location steel being inserted in the upright steel structure framework of bottom-sitting type 1 of root
On plate, its location has gap, and overall air permeability rate is 25%, can effectively reflect or crush wave energy dissipating, and can reduce wave
Horizontal force to structure.
Further, described short steel pipes stake 4 sets, wherein towards wave direction behind described steel structure framework 1 location
The a diameter of 500mm of steel-pipe pile, a length of 4.2m of stake, longitudinal pitch is 2.5m, and a diameter of 299mm of steel-pipe pile of back of the body wave direction, stake is a length of
2.5m, longitudinal pitch is 2.5m, and simple boat machine equipment can be used to plug flexibly.
Further, when sea situation is relatively good, preferably can carry out transportation by driving with air bag 6, the volume of unilateral air bag is 5.02m3。
Further, when sea bed geology is poor, level paving can insert between the channel-section steel under the upright steel structure framework of bottom-sitting type 1
20mm thickness does sill plate 5, to strengthen its integrated carrying ability.
Using method of the present utility model: making the upright steel structure framework of prefabrication bottom-sitting type 1 and short steel plate 3, and
It is transported to scene, survey engineering marine site ripple condition and the depth of water, assembles horizontal plank barricade 2 the most as required and sit sill plate 5,
Use air bag 6 transportation by driving to main wave direction upstream position, need the temporary wave direction of shielding to carry out positioning sinking according to construction.Finally
In preformed hole, squeeze into short steel pipes stake 4, install.
Although preferred structure size of the present utility model being described above in conjunction with accompanying drawing, but this utility model being also
Difference is limited to above-mentioned physical dimension, and those of ordinary skill in the art is under enlightenment of the present utility model, without departing from book
In the case of utility model objective and scope of the claimed protection, it is also possible to make a lot of form, these belong to this practicality
Within novel protection domain.
Claims (6)
1. the interim breakwater structure of packaged type, it is characterised in that: include the upright steel structure framework of bottom-sitting type, many levels
Plank barricade, many short steel plates, many short steel pipes stakes and air bag；The upright steel structure framework of described bottom-sitting type by base, many erect
To supporting and many diagonal brace compositions；Described horizontal plank is horizontal is inserted in the upright steel structure framework of bottom-sitting type formation exposed throughout type barricade；
Described short steel plate is welded on bottom the upright steel structure framework of bottom-sitting type side by side；Described short steel pipes stake is positioned at the upright steel construction of bottom-sitting type
Skeleton both sides and vertical supporting intersect at welding hole reserved on angle point；Described bottom-sitting type upright steel structure framework left and right cavity
In equipped with air bag.
The interim breakwater structure of packaged type the most according to claim 1, it is characterised in that: the upright steel of described bottom-sitting type is tied
The base of llex cornuta frame is made up of channel-section steel 14a, many vertical supportings are made up of Two bors d's oeuveres I-steel longitudinal pitch 2.5 meters and are fixed in base
On, and reserve welding hole with the intersection of base, and the fixing steel plate that between vertical supporting, reserved horizontal plank barricade inserts, diagonal brace
It is fixed between longitudinal bracing and base.
The interim breakwater structure of packaged type the most according to claim 1, it is characterised in that: the upright steel of described bottom-sitting type is tied
It is fixed with under llex cornuta frame and does sill plate.
The interim breakwater structure of packaged type the most according to claim 1, it is characterised in that: the described elongated layout of short steel plate
Three roads, and be welded on bottom the upright steel structure framework of bottom-sitting type.
The interim breakwater structure of packaged type the most according to claim 1, it is characterised in that: court in described short steel pipes stake
The a diameter of 500mm of steel-pipe pile of wave direction, a length of 4.2m of stake, longitudinal pitch is 2.5m, a diameter of 299mm of steel-pipe pile of back of the body wave direction,
The a length of 2.5m of stake, longitudinal pitch is 2.5m.
The interim breakwater structure of packaged type the most according to claim 1 and 2, it is characterised in that: described horizontal plank keeps off
Wall is by the horizontal fixing steel plate being inserted in the upright steel structure framework of bottom-sitting type of root.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620498615.6U CN205822125U (en) | 2016-05-27 | 2016-05-27 | The interim breakwater structure of packaged type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620498615.6U CN205822125U (en) | 2016-05-27 | 2016-05-27 | The interim breakwater structure of packaged type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822125U true CN205822125U (en) | 2016-12-21 |
Family
ID=57558088
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620498615.6U Expired - Fee Related CN205822125U (en) | 2016-05-27 | 2016-05-27 | The interim breakwater structure of packaged type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822125U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400734A (en) * | 2016-05-27 | 2017-02-15 | 中交第航务工程局有限公司 | Movable temporary breakwater structure |
| CN111877178A (en) * | 2020-08-04 | 2020-11-03 | 广西路建工程集团有限公司 | Overwater translation device for steel pipe pile in limited space and application method of device |
-
2016
- 2016-05-27 CN CN201620498615.6U patent/CN205822125U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400734A (en) * | 2016-05-27 | 2017-02-15 | 中交第航务工程局有限公司 | Movable temporary breakwater structure |
| CN111877178A (en) * | 2020-08-04 | 2020-11-03 | 广西路建工程集团有限公司 | Overwater translation device for steel pipe pile in limited space and application method of device |
| CN111877178B (en) * | 2020-08-04 | 2021-11-16 | 广西路建工程集团有限公司 | Overwater translation device for steel pipe pile in limited space and application method of device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161221 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |