CN201883414U - Bollard structure of lower platform of double-layer dock - Google Patents
Bollard structure of lower platform of double-layer dock Download PDFInfo
- Publication number
- CN201883414U CN201883414U CN 201020652201 CN201020652201U CN201883414U CN 201883414 U CN201883414 U CN 201883414U CN 201020652201 CN201020652201 CN 201020652201 CN 201020652201 U CN201020652201 U CN 201020652201U CN 201883414 U CN201883414 U CN 201883414U
- Authority
- CN
- China
- Prior art keywords
- platform
- bollard
- lower platform
- lower floor
- harbour
- Prior art date
- 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.)
- Expired - Lifetime
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Abstract
The utility model discloses a bollard structure of a lower platform of a double-layer dock, which comprises a dock platform, the lower platform and vertical rubber berthing fenders, wherein the dock platform and the lower platform are arranged on a pile foundation by the aid of beams. The bollard structure is characterized in that the lower platform is a groove-type reinforced concrete precast slab, a bollard is arranged at a midspan position of the lower platform, and a reinforcing beam is arranged in a notch below the bollard. The bollard structure solves the problem of difficulty in arranging a lower bollard because of the vertical rubber berthing fenders arranged at the position of the beams, so that an outfitting ship can berth safely under the working conditions of a high water level or a low water level.
Description
Technical field
The utility model relates to boats and ships harbour building technology field, specifically a kind of mooring dolphin structure that is used for the double-deck harbour lower floor platform in high water level difference area.
Background technology
At present, the upper strata harbour platform in conventional shipbuilding and repair yards outfitting quay can conveniently be provided with mooring dolphin and use for the safety stop boats and ships, the problem that is provided with that does not also have intensity and position, but in the double-deck harbour in high water level difference area, because lower floor's platform is provided with vertical rubber by the ship fender at the crossbeam place, it can not be divided in the position of upper strata mooring dolphin and deposit a layer mooring dolphin, so no matter berthing of fitting-out ship all can only be used the mooring dolphin that is arranged on the upper platform under the operating mode of high water level or low water stage, therefore when the low water stage operating mode fitting-out ship berth very dangerous.
The utility model content
The purpose of this utility model is the mooring dolphin structure that design at the deficiencies in the prior art a kind of is used for the double-deck harbour lower floor platform in high water level difference area, it adopts the structure of strengthening lower floor's platform, solved the setting of lower floor's platform mooring dolphin and the safety problem of structure preferably, made the fitting-out ship can both safe alongside under the operating mode of high water level or low water stage.
The concrete technical scheme that realizes the utility model purpose is: the mooring dolphin structure of a kind of double-deck harbour lower floor platform, comprise that harbour platform, lower floor's platform and vertical rubber are by the ship fender, harbour platform and lower floor's platform are arranged on the pile foundation by crossbeam, be characterized in that lower floor's platform is the grooved reinforced concrete prefabricated board, its span centre place is provided with mooring dolphin, is provided with stiffening girder in the notch under the mooring dolphin.
The utility model compared with prior art has the following advantages:
① ﹑ mooring dolphin structure stress is optimized, and reduces the steel concrete material consumption of member, uses more convenient operation;
② ﹑ construction install convenience, workable, can adapt to various construction situations, heaving pile alongside safety, and on absolute altitude, can effectively regulate and control;
The intensity that ③ ﹑ does not influence the harbour crossbeam can satisfy instructions for use.
Description of drawings
Fig. 1 is the utility model structural representation
Fig. 2 is lower floor's platform structure schematic diagram
Fig. 3 is the A-A sectional view of Fig. 2
Fig. 4 is the B-B sectional view of Fig. 2.
The specific embodiment
The utility model has solved preferably because of the crossbeam place is provided with vertical rubber and has been difficult to be provided with lower floor's mooring dolphin problem by the ship fender, makes fitting-out ship safety heaving pile when harbour low water stage operating mode, makes the fitting-out ship no matter can both safe alongside under the operating mode of high water level or low water stage.
More than just the utility model being further described, is not in order to the restriction this patent, and all is that the utility model equivalence is implemented, and all should be contained within the claim scope of this patent.
Claims (1)
1. the mooring dolphin structure of a double-deck harbour lower floor platform, comprise that harbour platform (5), lower floor's platform (1) and vertical rubber are by ship fender (3), harbour platform (5) and lower floor's platform (1) are arranged on the pile foundation (6) by crossbeam, it is characterized in that lower floor's platform (1) is the grooved reinforced concrete prefabricated board, its span centre place is provided with mooring dolphin (2), is provided with stiffening girder (7) in the notch under the mooring dolphin (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020652201 CN201883414U (en) | 2010-12-10 | 2010-12-10 | Bollard structure of lower platform of double-layer dock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020652201 CN201883414U (en) | 2010-12-10 | 2010-12-10 | Bollard structure of lower platform of double-layer dock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201883414U true CN201883414U (en) | 2011-06-29 |
Family
ID=44180952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201020652201 Expired - Lifetime CN201883414U (en) | 2010-12-10 | 2010-12-10 | Bollard structure of lower platform of double-layer dock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201883414U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695383A (en) * | 2013-12-05 | 2015-06-10 | 湖北华舟重工应急装备股份有限公司 | Pile fixing device of water floating type work platform |
| CN108755579A (en) * | 2018-08-17 | 2018-11-06 | 平潭县建金电子科技有限公司 | A kind of intelligent floating wharf with robot management and control |
| CN108978592A (en) * | 2018-09-17 | 2018-12-11 | 长江勘测规划设计研究有限责任公司 | A kind of combined type bollard for ship lift ship compartment |
-
2010
- 2010-12-10 CN CN 201020652201 patent/CN201883414U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695383A (en) * | 2013-12-05 | 2015-06-10 | 湖北华舟重工应急装备股份有限公司 | Pile fixing device of water floating type work platform |
| CN108755579A (en) * | 2018-08-17 | 2018-11-06 | 平潭县建金电子科技有限公司 | A kind of intelligent floating wharf with robot management and control |
| CN108978592A (en) * | 2018-09-17 | 2018-12-11 | 长江勘测规划设计研究有限责任公司 | A kind of combined type bollard for ship lift ship compartment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110629 |