CN203332347U - Mixed type wharf boat locating structure - Google Patents
Mixed type wharf boat locating structure Download PDFInfo
- Publication number
- CN203332347U CN203332347U CN201320306668XU CN201320306668U CN203332347U CN 203332347 U CN203332347 U CN 203332347U CN 201320306668X U CN201320306668X U CN 201320306668XU CN 201320306668 U CN201320306668 U CN 201320306668U CN 203332347 U CN203332347 U CN 203332347U
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- wharf boat
- locating
- landing stage
- mixed type
- location
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Abstract
The utility model discloses a mixed type wharf boat locating structure. The mixed type wharf boat locating structure comprises a wharf boat, an onshore locating part and anchor chains for being connected with the onshore locating part and a bow and a stern of the wharf boat. The mixed type wharf boat locating structure is characterized in that a locating cluster pile formed by at least two locating piles is arranged in a back edge water area on one side of the wharf boat, and a rear edge side plate of the wharf boat is provided with a concave structure for the locating cluster pile to be clamped in. The advantages of a throwing anchor chain mode and a locating pile mode are combined, ship impact and squeezing force are borne through the locating piles, longitudinal displacement of the wharf boat is limited through the additional concave structure, and horizontal mooring force is borne through the bow anchor chain and the stern anchor chain. Due to the fact that the wharf boat is subjected to a small longitudinal force, stress of the concave structure is small, a component can be operated and installed on site, and workers only need to locally simply reinforce an old wharf boat body. The mixed type wharf boat locating structure has the advantages that the wharf boat displacement is small, the mixed type wharf boat locating structure can adapt to large water level difference, the wharf boat is easy to locate and install, and the additional structure is simple and easy to apply.
Description
Technical field
The utility model relates to landing stage, floating landing stage location structure waterborne, refers to particularly a kind of hybrid landing stage location structure.
Background technology
Floating landing stage is widely used in port engineering, and landing stage is one of topmost component part in floating landing stage.It is location waterborne that the main enforcement of landing stage in engineering requires.At present landing stage locate mode waterborne commonly used casts three kinds of anchor chain type, brace rod pier formula and work pile formulas.
Casting anchor chain type, to locate the displacement of common landing stage larger, is only applicable to the situation not high to the landing stage displacement request.And, when fluctuation of water table is larger, need frequently tighten up or loosen anchor chain.
The brace rod pier formula is positioned at the offshore position brace rod pier is set, and shelves strut on pier to support landing stage.In the situation that the landing stage offshore is near and the little effect of head of water is better, far or head of water when larger, economy is poor for the landing stage offshore.
Work pile formula location, landing stage arranges concave structure in the both sides, landing stage usually, and work pile is snapped in to concave structure to realize location.This mode need customize the landing stage structure on two sides, and there is certain difficulty in on-the-spot the installation, and customization structure influence landing stage changes purposes later, has reduced its commonality.For old landing stage, adopt this kind of mode landing stage need be returned to factory's processing, transformation hull, comparatively trouble.Landing stage also can be arranged at edge behind landing stage while adopting single stake location, in stake, arranges behind floating drum or landing stage along cuff is set.Be limited to the rigidity of single stake, better in head of water and the little situation Single Pile locating effect of alongside tonneaux de jauge, when head of water is large or alongside boats and ships when tonne larger, the landing stage displacement is larger.
Summary of the invention
The purpose of this utility model solves landing stage orientation problem waterborne exactly, and a kind of hybrid landing stage location structure is provided, and the landing stage displacement is less, can adapt to large water-head, the landing stage location and installation is easy.
For achieving the above object, the hybrid landing stage location structure that the utility model is designed, comprise landing stage, land ground ox, for connecting the anchor chain of land ground ox and landing stage bow stern, its special feature is: on landing stage, one side rear is provided with the location bunch stake formed by least two work piles along waters, described landing stage rear along being provided with the concave structure snapped in for location bunch stake on side plate.
Preferably, the inwall setting of described concave structure is by the ship fender.Like this, damaged structure not in the time of can guaranteeing that landing stage bears against, and friction is less.
Preferably, bunch stake of described location is comprised of three work piles, and is triangularly arranged, and is provided with the connection strut of level between described adjacent two work piles.Two work piles in bunch stake of described location are stuck in described concave structure.Like this, can guarantee that work pile has enough rigidity and globality, when large water-head, displacement can be controlled to less level.
The beneficial effects of the utility model are: in conjunction with the advantage that casts anchor chain type and work pile formula, by work pile, bear ship collision and bear against power, the concave structure restriction landing stage longitudinal travel by additional, bear horizontal mooring force by bow aft anchor chain.Because landing stage is subject to longitudinal force less, concave structure is stressed less, but the installation of member site operation only needs to carry out simple reinforcement the in part to old landing stage hull and gets final product.The utlity model has the landing stage displacement less, can adapt to large water-head, landing stage location and installation easily, additional structure is simple and easy to the characteristics of implementing.
The accompanying drawing explanation
The plan structure schematic diagram that Fig. 1 is hybrid landing stage location structure.
The section structure schematic diagram that Fig. 2 is hybrid landing stage location structure.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Hybrid landing stage location structure shown in Fig. 1,2, comprise landing stage 1, land ground ox 2, for connecting the anchor chain 3 of land ground ox 2 and landing stage 1 bow stern, and on landing stage, 1 one sides rear is provided with location bunch stake along waters.Location bunch stake is comprised of three work piles 4, and is triangularly arranged, and is provided with the connection strut 7 of level between adjacent two work piles 4.
Work pile 4, connection strut 7 and concave structure 5 are steel structure, but concave structure 5 integral installations or on-the-spot splicing.By ship fender 6, rubber fender and the fender PE panel that is arranged on the rubber fender surface, consist of, installation fitting is customizable or provided by fender factory, installs in advance or on-the-spot the installation all can.
Installation process of the present utility model:
First work pile 4 floating pilings are squeezed into to stratum, according to geological condition, also can set up above water platform construction bored concrete pile core; To join strut 7 operation at sea is welded between work pile 4 again.To lean on ship fender 6 to be arranged on the inwall of concave structure 5.Then, concave structure 5 is installed on to the rear along on side plate 1.1 of landing stage 1, can adopts the modes such as Site Welding or bolt be fixing.
After installing by ship fender 6 and concave structure 5, the position by landing stage 1 traction to work pile 4, snap in work pile 4 by concave structure 5.The fore and aft bank side on landing stage 1 casts anchor chain 3 and is connected and fixed with land ground ox 2, and anchor chain 3 is installed and utilized landing stage 1 strand to close or other tensioning facility.
Claims (4)
1. a hybrid landing stage location structure, comprise landing stage (1), land ground ox (2), for connecting the anchor chain (3) of land ground ox (2) and landing stage (1) bow stern, it is characterized in that: on landing stage, (1) one side rear is provided with the location bunch stake formed by least two work piles (4) along waters, described landing stage (1) rear along being provided with the concave structure (5) snapped in for location bunch stake on side plate (1.1).
2. hybrid landing stage according to claim 1 location structure is characterized in that: the inwall setting of described concave structure (5) is by ship fender (6).
3. hybrid landing stage according to claim 1 location structure, it is characterized in that: bunch stake of described location is comprised of three work piles (4), and is triangularly arranged, and is provided with the connection strut (7) of level between described adjacent two work piles (4).
4. hybrid landing stage according to claim 3 location structure, it is characterized in that: two work piles (4) in bunch stake of described location are stuck in described concave structure (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320306668XU CN203332347U (en) | 2013-05-30 | 2013-05-30 | Mixed type wharf boat locating structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320306668XU CN203332347U (en) | 2013-05-30 | 2013-05-30 | Mixed type wharf boat locating structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203332347U true CN203332347U (en) | 2013-12-11 |
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ID=49701040
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320306668XU Expired - Fee Related CN203332347U (en) | 2013-05-30 | 2013-05-30 | Mixed type wharf boat locating structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203332347U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104743071A (en) * | 2013-12-30 | 2015-07-01 | 上海中交水运设计研究有限公司 | Novel method for fixing pontoon in water area at front of flood control wall |
| CN112606952A (en) * | 2020-12-29 | 2021-04-06 | 南通大学 | Mooring positioning device for wharf boat or structure |
-
2013
- 2013-05-30 CN CN201320306668XU patent/CN203332347U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104743071A (en) * | 2013-12-30 | 2015-07-01 | 上海中交水运设计研究有限公司 | Novel method for fixing pontoon in water area at front of flood control wall |
| CN112606952A (en) * | 2020-12-29 | 2021-04-06 | 南通大学 | Mooring positioning device for wharf boat or structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131211 Termination date: 20140530 |