CN201980397U - Underwater slipway for ship berth - Google Patents
Underwater slipway for ship berth Download PDFInfo
- Publication number
- CN201980397U CN201980397U CN201120039673XU CN201120039673U CN201980397U CN 201980397 U CN201980397 U CN 201980397U CN 201120039673X U CN201120039673X U CN 201120039673XU CN 201120039673 U CN201120039673 U CN 201120039673U CN 201980397 U CN201980397 U CN 201980397U
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- Prior art keywords
- pile
- slipway
- under water
- underwater
- contact
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- Expired - Fee Related
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an underwater slipway for a ship berth. The underwater slipway comprises a plurality of slipway beams, underwater pile foundations arranged at intervals for supporting the slipway beams, and a connection plate at the joint of every two slipway beams; each underwater pile foundation comprises a PHC (Prestress High Concrete) tubular pile, a pile cap, a pipe connecting point below the pile cap and a beam connecting point above the pile cap; the pile caps are positioned at the top ends of the PHC tubular piles; and the pile connecting points extend into the PHC tubular piles. Through the structure, the underwater slipway for the ship berth can adapt to various strata and geologies, the manufacturing cost is reduced, and the construction period is shortened.
Description
Technical field
The utility model relates to building berth that shipbuilding yard boats and ships use slideway under water.
Background technology
Building berth slideway under water comprises the spaced apart pile foundation under water of a plurality of slipway beams, supporting skid rail beam and the connecting panel of slipway beam junction in twos, at present pile foundation adopts steel pipe pile pile foundation and major part stake under water pile foundation under water, steel pipe pile pile foundation under water is adapted to all kinds of stratum geology, but the steel pipe pile cost is too high, the underwater construction work capacity is big, and the construction period is long.Major part stake pile foundation under water can't be used for the supporting pile that underlying stratum is the lithostratigraphy, is only applicable to the friction pile of grittiness, viscosity great soil group stratum geology, and actual stake position testing amount under water is big, and the construction period is long.
The utility model content
Technical problem to be solved in the utility model is: a kind of building berth slideway under water is provided, and this kind building berth slideway under water can not only be adapted to all kinds of stratum geology, and can reduce cost, shortens the construction period.
Solve this technical problem, the technical solution of the utility model is: a kind of building berth is slideway under water, comprise the spaced apart pile foundation under water of a plurality of slipway beams, supporting skid rail beam and the connecting panel of slipway beam junction in twos, described pile foundation under water is made up of the stake contact of PHC pile tube, pile cover, pile cover below and the beam contact of pile cover top, described pile cover is positioned at the top of PHC pile tube, and described stake contact stretches in the PHC pile tube.
Described pile cover, stake contact and beam contact are reinforced concrete structure.
Described pile cover be shaped as cuboid.
Described beam contact be shaped as cylinder.
The utility model building berth slideway under water adopts such structure, can not only be adapted to all kinds of stratum geology, and can reduce cost, shortens the construction period.
Description of drawings
Below in conjunction with accompanying drawing to the utility model building berth under water slideway do explanation in further detail;
Fig. 1 is the utility model building berth scheme drawing of slideway under water;
In Fig. 1,1, the PHC pile tube; 2, stake contact; 3, pile cover; 4, beam contact; 5, connecting panel; 6, slipway beam; 7, water surface curve.
The specific embodiment
As shown in Figure 1, building berth slideway under water comprises a plurality of slipway beams 6, the spaced apart pile foundation under water of supporting skid rail beam 6 and the connecting panel 5 of slipway beam junction in twos, slipway beam 6, connecting panel 5 and under water pile foundation be positioned at water surface curve 7 times, pile foundation is by PHC pile tube 1 under water, pile cover 3, the stake contact 2 of pile cover 3 belows and the beam contact of pile cover 3 tops 4 are formed, pile cover 3 is positioned at the top of PHC pile tube 1, stake contact 2 stretches in the PHC pile tube 1, the PHC pile tube is a prestressed high-strength concrete pile, all kinds of engineerings have been widely used in, pile cover, stake contact and beam contact are reinforced concrete structure, pile cover be shaped as cuboid, the beam contact be shaped as cylinder.The utility model building berth slideway under water adopts such structure, and pile foundation is made up of PHC pile tube, pile cover, stake contact beam contact under water, is convenient to construction, improves work efficiency, shortens the construction period, can be adapted to all kinds of stratum geology, has reduced cost.
Claims (4)
1. building berth slideway under water, comprise the spaced apart pile foundation under water of a plurality of slipway beams, supporting skid rail beam and the connecting panel of slipway beam junction in twos, it is characterized in that: described pile foundation under water is made up of the stake contact (2) of PHC pile tube (1), pile cover (3), pile cover (3) below and the beam contact (4) of pile cover (3) top, described pile cover (3) is positioned at the top of PHC pile tube (1), and described stake contact (2) stretches in the PHC pile tube (1).
2. a kind of building berth according to claim 1 is slideway under water, it is characterized in that: described pile cover (3), stake contact (2) and beam contact (4) are reinforced concrete structure.
3. a kind of building berth according to claim 2 is slideway under water, it is characterized in that: described pile cover (3) be shaped as cuboid.
4. a kind of building berth according to claim 3 is slideway under water, it is characterized in that: described beam contact (4) be shaped as cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120039673XU CN201980397U (en) | 2011-02-16 | 2011-02-16 | Underwater slipway for ship berth |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120039673XU CN201980397U (en) | 2011-02-16 | 2011-02-16 | Underwater slipway for ship berth |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201980397U true CN201980397U (en) | 2011-09-21 |
Family
ID=44607861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120039673XU Expired - Fee Related CN201980397U (en) | 2011-02-16 | 2011-02-16 | Underwater slipway for ship berth |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201980397U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103241350A (en) * | 2013-05-07 | 2013-08-14 | 大连中交理工交通技术研究院有限公司 | Self-sliding dropping type flexible slideway of ocean platform |
| CN103482042A (en) * | 2013-09-22 | 2014-01-01 | 中交第二航务工程局有限公司 | Mounting and constructing method for deepwater comb-shaped slide cross beam |
| CN103482040A (en) * | 2013-09-22 | 2014-01-01 | 中交第二航务工程局有限公司 | Integrated device for underwater mounting and automatic transposition of well-shaped slipway beam |
| RU2524740C1 (en) * | 2013-06-25 | 2014-08-10 | Общество с ограниченной ответственностью "ООО" "Научный и проектный центр "БЕРЕГОЗАЩИТА" | Ship-raising cast-in-place and precast construction for small-size ships and method of its erection |
| CN108909975A (en) * | 2018-07-19 | 2018-11-30 | 芜湖籁余新能源科技有限公司 | A kind of spitkit is lauched the safeguard structure of ramp |
| CN112502179A (en) * | 2020-12-18 | 2021-03-16 | 中铁大桥局集团第四工程有限公司 | Slide system suitable for large-tonnage steel open caisson launching construction |
-
2011
- 2011-02-16 CN CN201120039673XU patent/CN201980397U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103241350A (en) * | 2013-05-07 | 2013-08-14 | 大连中交理工交通技术研究院有限公司 | Self-sliding dropping type flexible slideway of ocean platform |
| CN103241350B (en) * | 2013-05-07 | 2015-09-02 | 大连中交理工交通技术研究院有限公司 | Platform is from sliding drop type Flexible slideway |
| RU2524740C1 (en) * | 2013-06-25 | 2014-08-10 | Общество с ограниченной ответственностью "ООО" "Научный и проектный центр "БЕРЕГОЗАЩИТА" | Ship-raising cast-in-place and precast construction for small-size ships and method of its erection |
| CN103482042A (en) * | 2013-09-22 | 2014-01-01 | 中交第二航务工程局有限公司 | Mounting and constructing method for deepwater comb-shaped slide cross beam |
| CN103482040A (en) * | 2013-09-22 | 2014-01-01 | 中交第二航务工程局有限公司 | Integrated device for underwater mounting and automatic transposition of well-shaped slipway beam |
| CN103482042B (en) * | 2013-09-22 | 2015-09-02 | 中交第二航务工程局有限公司 | A kind of deep water comb shape slideway cross beam construction method of installation |
| CN103482040B (en) * | 2013-09-22 | 2016-03-30 | 中交第二航务工程局有限公司 | Slideway cross beam is installed and automatic positoning integrated apparatus under water |
| CN108909975A (en) * | 2018-07-19 | 2018-11-30 | 芜湖籁余新能源科技有限公司 | A kind of spitkit is lauched the safeguard structure of ramp |
| CN108909975B (en) * | 2018-07-19 | 2020-08-07 | 温州鑫筑建材有限公司 | Protective structure of small ship launching ramp |
| CN112502179A (en) * | 2020-12-18 | 2021-03-16 | 中铁大桥局集团第四工程有限公司 | Slide system suitable for large-tonnage steel open caisson launching construction |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110921 Termination date: 20160216 |