CN206538732U - A kind of long piled wharf - Google Patents
A kind of long piled wharf Download PDFInfo
- Publication number
- CN206538732U CN206538732U CN201720184941.4U CN201720184941U CN206538732U CN 206538732 U CN206538732 U CN 206538732U CN 201720184941 U CN201720184941 U CN 201720184941U CN 206538732 U CN206538732 U CN 206538732U
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- CN
- China
- Prior art keywords
- caisson
- cushion cap
- long piled
- bank
- piled wharf
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Abstract
A kind of long piled wharf, including Wharf Foundation Pile, high-rise pile cap and the shore approach structure being connected with the jackstone dike at harbour rear, it is characterized in that, rubble-mound foundation is being provided with the jackstone dike side slope of Wharf Foundation Pile side, the shore approach structure includes connecing bank cushion cap and transition cushion cap, bank cushion cap is connect by transition cushion cap with high-rise pile cap to connect, caisson is provided with below bank cushion cap connecing, caisson is arranged on rubble-mound foundation, caisson top is affixed with connecing bank cushion cap, the support stake provided with support transition cushion cap below transition cushion cap.The utility model has the characteristics of speed of application is fast, construction is simple, and Stability of Gravity Wharf is good, improves the utilization rate in waters between harbour and its back-up land, high financial profit.
Description
Technical field
The utility model belongs to harbour hydraulic engineering technical field, and in particular to a kind of height with caisson type shore approach structure
Stake harbour.
Background technology
China coast is mostly silt coast, and in deep soft foundation regional construction long piled wharf, by dredging, side slope is limited,
Mostly using offshore type long piled wharf construction scheme, i.e. wide 50~100m waters is left between harbour and land-based area, between adopt
Connected with trestle.The shortcoming of this construction mode is a lot, mainly：1st, the waters of preciousness is wasted, this waters is all anti-
The waters of ripple dike shielding, without stormy waves；2nd, land-based area area is reduced, and wastes waters, then the region of sea reclamation is restricted；3、
The water front of harbour can be built by reducing；4th, the place close to dock operation area is most valuable, and this subregion is then water
Domain, it is impossible to use；5th, connected between harbour and land-based area only by trestle, limit the safety and economy of harbour cargo transport
Property.
The content of the invention
The technical problems to be solved in the utility model is in view of the shortcomings of the prior art, it is proposed that a kind of easy construction, profit
With the high long piled wharf with caisson type shore approach structure of rate.
The technical problems to be solved in the utility model is achieved through the following technical solutions, a kind of long piled wharf, bag
Wharf Foundation Pile, high-rise pile cap and the shore approach structure being connected with the jackstone dike at harbour rear are included, is characterized in, close to Wharf Foundation Pile
The jackstone dike side slope of side is provided with rubble-mound foundation, and the shore approach structure includes connecing bank cushion cap and transition cushion cap, connects bank cushion cap and leads to
Transition cushion cap connects with high-rise pile cap, and caisson is provided with below bank cushion cap connecing, and caisson is arranged on rubble-mound foundation, at the top of caisson
It is affixed with connecing bank cushion cap, the support stake provided with support transition cushion cap below transition cushion cap.
Further, described caisson is rectangular caisson or cylinder caisson.
Further, described cylinder caisson is the hollow structure surrounded by caisson top plate, caisson side plate and Bottom plate of sinkbox,
Paddle hole and bleeder port are provided with caisson side plate, bleeder port is located above paddle hole.
Further, the inwall of described caisson side plate carries out chamfered with Bottom plate of sinkbox intersection.
Further, described chamfering is 40-60 °.
Further, described caisson is provided with multiple and equidistant along the arrangement of jackstone dike bearing of trend；Described support
Stake also is provided with multiple and equidistant along the arrangement of jackstone dike bearing of trend.
Further, the spacing between described caisson and between support stake is 8-12m.
Further, the length >=2m for connecing bank cushion cap at the top of described caisson between jackstone levee crown portion.
Further, described connect bank cushion cap and transition cushion cap are cast-in-place concrete cushion cap.
Compared with prior art, the characteristics of the utility model takes full advantage of jackstone dike high capacity, by jackstone dike
Caisson is laid in side slope, as the supporting construction for connecing bank cushion cap, the tradition as supporting construction using Punching Borehole Cast-in-place Concrete Pile is changed
Harbour connects case mode, saves engineering cost input, and the loaded area of caisson top surface is big, can bear larger horizontal lotus
Carry, stability is good, advantageously forms formula harbour in flakes, maximally utilises the water surface area between harbour and land-based area.Work as code
When head region stormy waves is larger, using circle caisson, wave force can be reduced；Paddle hole is opened up on caisson side plate and is lost heart
Hole, can keep inside and outside caisson water level consistent, caisson side plate can extend caisson service life, enter substantially without radial direction hydraulic pressure
And improve the utilization rate of long piled wharf.The utility model has the characteristics of speed of application is fast, construction is simple, and Stability of Gravity Wharf is good,
Improve the utilization rate in waters between harbour and its back-up land, high financial profit.
Brief description of the drawings
Fig. 1 is structure diagram of the present utility model；
Fig. 2 is cylinder caisson structure diagram of the present utility model.
Embodiment
With reference to specific embodiment and its accompanying drawing, the utility model is described in further detail, but this practicality is new
The embodiment of type is not limited only to this.
Embodiment 1, reference picture 1-2, a kind of long piled wharf, including Wharf Foundation Pile 6, high-rise pile cap 5 and with harbour rear
The connected shore approach structure of jackstone dike 1, is being provided with rubble-mound foundation 10 in the side slope of jackstone dike 1 of the side of Wharf Foundation Pile 6, described to connect
Bank structure includes connecing bank cushion cap 2 and transition cushion cap 4, connects bank cushion cap 2 and is connected by transition cushion cap 4 with high-rise pile cap 5, is held connecing bank
The lower section of platform 2 is provided with caisson 3, and caisson 3 is arranged on rubble-mound foundation 10, and the top of caisson 3 is affixed with connecing bank cushion cap 2, in transition cushion cap 4
Support stake 7 of the lower section provided with support transition cushion cap 4.
In embodiment 2, the long piled wharf described in embodiment 1, described caisson 3 is rectangular caisson 3.
In embodiment 3, the long piled wharf described in embodiment 1, described caisson 3 is cylinder caisson 3.
In embodiment 4, reference picture 2, the long piled wharf described in embodiment 3, described cylinder caisson 3 is by caisson top plate
30th, the hollow structure that caisson side plate 32 and Bottom plate of sinkbox 34 are surrounded, is provided with paddle hole 33 and bleeder port on caisson side plate 32
31, bleeder port 31 is located at the top of paddle hole 33.
In embodiment 5, the long piled wharf described in embodiment 4, the inwall and the phase of Bottom plate of sinkbox 34 of described caisson side plate 32
Chamfered is carried out at friendship.
In embodiment 6, the long piled wharf described in embodiment 5, described chamfering is 40 °.
In embodiment 7, the long piled wharf described in embodiment 5, described chamfering is 45 °.
In embodiment 8, the long piled wharf described in embodiment 5, described chamfering is 60 °.
In embodiment 9, the long piled wharf described in embodiment 1, described caisson 3 is provided with multiple and equidistant along jackstone
The bearing of trend of dike 1 is arranged；Described support stake 7 also is provided with multiple and equidistant along the arrangement of the bearing of trend of jackstone dike 1.
In embodiment 10, the long piled wharf described in embodiment 9, the spacing between described caisson 3 and between support stake 7 is equal
For 8m.
In embodiment 11, the long piled wharf described in embodiment 9, the spacing between described caisson 3 and between support stake 7 is equal
For 12m.
In embodiment 12, the long piled wharf described in embodiment 9, the spacing between described caisson 3 and between support stake 7 is equal
For 10m.
In embodiment 13, the long piled wharf described in embodiment 1, connecing between the described top of caisson 3 and the top of jackstone dike 1
Length >=2m of bank cushion cap 2.
In embodiment 14, the long piled wharf described in embodiment 1, described connect bank cushion cap 2 and transition cushion cap 4 is cast-in-place mixed
Solidifying soil cushion cap.
Construction process of the present utility model is：Rockfill explosive replacement fill；According to design attitude, foundation trench excavation construction；Base
Bed is thick flat, strong rammer, thin flat；Precast caisson 3, placement caisson 3, Wharf Foundation Pile 6 are constructed, and beaten between caisson 3 and Wharf Foundation Pile 6
Enter to support stake 7；Pour and connect bank cushion cap 2, transition cushion cap 4 and high-rise pile cap 5, bank cushion cap 2, transition cushion cap 4 and high-rise pile cap 5 will be connect
It is linked to be entirety.
Claims (9)
1. a kind of long piled wharf, including Wharf Foundation Pile, high-rise pile cap and the shore approach structure being connected with the jackstone dike at harbour rear, its
It is characterised by, rubble-mound foundation is being provided with the jackstone dike side slope of Wharf Foundation Pile side, the shore approach structure is held including connecing bank
Platform and transition cushion cap, connect bank cushion cap and are connected by transition cushion cap with high-rise pile cap, and caisson is provided with below bank cushion cap connecing, and caisson is set
Put on rubble-mound foundation, caisson top is affixed with connecing bank cushion cap, the support stake provided with support transition cushion cap below transition cushion cap.
2. long piled wharf according to claim 1, it is characterised in that described caisson is rectangular caisson or cylinder caisson.
3. long piled wharf according to claim 2, it is characterised in that described cylinder caisson is by caisson top plate, caisson
The hollow structure that side plate and Bottom plate of sinkbox are surrounded, is provided with paddle hole and bleeder port on caisson side plate, and bleeder port is located at turnover
Above water hole.
4. long piled wharf according to claim 3, it is characterised in that the inwall of described caisson side plate and Bottom plate of sinkbox phase
Chamfered is carried out at friendship.
5. long piled wharf according to claim 4, it is characterised in that described chamfering is 40-60 °.
6. long piled wharf according to claim 1, it is characterised in that described caisson is provided with multiple, and equidistantly edge
Jackstone dike bearing of trend is arranged；Described support stake also is provided with multiple and equidistant along the arrangement of jackstone dike bearing of trend.
7. long piled wharf according to claim 6, it is characterised in that the spacing between described caisson and between support stake
It is 8-12m.
8. long piled wharf according to claim 1, it is characterised in that at the top of described caisson between jackstone levee crown portion
Meet length >=2m of bank cushion cap.
9. long piled wharf according to claim 1, it is characterised in that described connect bank cushion cap and transition cushion cap is cast-in-place
Concrete bearing platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720184941.4U CN206538732U (en) | 2017-02-28 | 2017-02-28 | A kind of long piled wharf |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720184941.4U CN206538732U (en) | 2017-02-28 | 2017-02-28 | A kind of long piled wharf |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206538732U true CN206538732U (en) | 2017-10-03 |
Family
ID=59949240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720184941.4U Expired - Fee Related CN206538732U (en) | 2017-02-28 | 2017-02-28 | A kind of long piled wharf |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206538732U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487197A (en) * | 2018-03-30 | 2018-09-04 | 河海大学 | A kind of Intelligent shock absorption system suitable for meizoseismal area long piled wharf |
| CN113481932A (en) * | 2021-07-20 | 2021-10-08 | 上海市政工程设计研究总院（集团）有限公司 | High pile bearing platform type seawall |
-
2017
- 2017-02-28 CN CN201720184941.4U patent/CN206538732U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487197A (en) * | 2018-03-30 | 2018-09-04 | 河海大学 | A kind of Intelligent shock absorption system suitable for meizoseismal area long piled wharf |
| CN108487197B (en) * | 2018-03-30 | 2020-05-22 | 河海大学 | Intelligent shock absorption system suitable for high-pile wharf in strong earthquake area |
| CN113481932A (en) * | 2021-07-20 | 2021-10-08 | 上海市政工程设计研究总院（集团）有限公司 | High pile bearing platform type seawall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171003 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |