CN106542051A - A kind of landing stage is tethered at composite structure equipment - Google Patents
A kind of landing stage is tethered at composite structure equipment Download PDFInfo
- Publication number
- CN106542051A CN106542051A CN201710021389.1A CN201710021389A CN106542051A CN 106542051 A CN106542051 A CN 106542051A CN 201710021389 A CN201710021389 A CN 201710021389A CN 106542051 A CN106542051 A CN 106542051A
- Authority
- CN
- China
- Prior art keywords
- landing stage
- anchor ear
- tethered
- guide pile
- composite structure
- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
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- Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of landing stage is tethered at composite structure equipment, comprising：Landing stage positioner and landing stage rear association structure；Landing stage positioner is provided with the first guide pile on the landing stage for pulling in shore side and the second guide pile, the anchor ear device for matching with each guide pile respectively；And the earth anchor in flood-control wall；First guide pile and the second guide pile are disposed on landing stage；One end of each anchor ear device is arranged on earth anchor, and the other end of each anchor ear device is corresponded to respectively and the first guide pile is fixedly connected with the second guide pile, is tethered at landing stage；Landing stage rear association structure is provided with and allows the lower channel stair on the upper and lower landing stage of personnel, lower channel stair one end to be connected with landing stage deck, and the other end leads on the bank.The present invention has the advantages that simple structure, applied widely low with difficulty of construction.
Description
Technical field
The present invention relates to floating wharf field of engineering technology, more particularly to a kind of landing stage is tethered at composite structure equipment.
Background technology
In the engineering of floating wharf, landing stage is typically tethered at using the mode such as anchor chain and anchor, strut system or guide pile.In waters
Under condition limited situation, more employing guide pile combines the pattern of steel hoop, and to reduce waters usable floor area, guide pile is arranged at
In water, steel hoop on landing stage, is set.And the construction of guide pile is arranged with many condition settings, guide pile is such as built in landing stage and pulls in shore
Side, then cannot make landing stage press close to water front, be difficult to upper and lower landing stage channel establishment of designer etc..
The content of the invention
It is an object of the present invention to provide a kind of landing stage is tethered at composite structure equipment, replace outer throwing by way of using guide pile
The moor facilities such as anchor, strut, the guide pile is arranged on landing stage, and very big limit reduces waters usable floor area, and can nothing
Limit the water front that reclines, the purpose of the convenient channel establishment that upper and lower landing stage is set.
In order to realize object above, the present invention is achieved through the following technical solutions：A kind of landing stage is tethered at composite structure equipment,
Comprising：Landing stage positioner；The landing stage positioner is provided with the guide pile of side of pulling in shore on landing stage, positions with each respectively
The anchor ear device that stake matches；And the earth anchor in flood-control wall；Described each guide pile is disposed on the landing stage；
One end of each anchor ear device is arranged on the earth anchor, and the other end of each anchor ear device is corresponded to respectively will be described
Guide pile encircles connection, is tethered at the landing stage.
Preferably, described each guide pile adopts steel-tube construction.
Preferably, the anchor ear device is further included：Anchor ear pedestal, anchor ear snap ring, bearing pin and rubber cushion blocks；The rubber
Rubber cushion block is arranged in the groove on the inside of the anchor ear snap ring, and one end and the earth anchor of the anchor ear pedestal are welded and fixed, institute
State anchor ear snap ring to be connected with the other end of the anchor ear pedestal by bearing pin；Corresponding positioning is encircled by the anchor ear snap ring
Stake.
Preferably, the landing stage is tethered at composite structure equipment further comprising landing stage rear association structure, behind the landing stage
Square association structure is provided with and allows the lower channel stair on the upper and lower landing stage of personnel, described lower channel stair one end and the landing stage
Deck is connected, and the other end leads on the bank.
Preferably, it is vertical with sideline of anchoring alongside the shore that what the lower channel was terraced marks time plane.
Preferably, in the range of the marking time plane and mark time at the ground level drop that anchors alongside the shore of lower channel ladder.
The present invention has advantages below compared with prior art：
Present configuration is simple, replace by way of using guide pile it is outer cast anchor, the moor facility such as strut, by the guide pile
It is arranged on landing stage, there is simple structure, applied widely and reduction difficulty of construction, and this also very big limit of setting subtracts
Waters usable floor area, and the water front that infinitely can recline are lacked, there is the convenient channel establishment for arranging upper and lower landing stage.
Description of the drawings
Fig. 1 is the structural representation that a kind of landing stage of the invention is tethered at composite structure equipment；
Fig. 2 is the top view on the landing stage that a kind of landing stage of the invention is tethered at composite structure equipment；
Fig. 3 is the top view of the anchor ear device that a kind of landing stage of the invention is tethered at composite structure equipment.
Specific embodiment
Below in conjunction with accompanying drawing, by describing a preferably specific embodiment in detail, the present invention is further elaborated.
With reference to 1 with shown in Fig. 2, a kind of landing stage is tethered at composite structure equipment, comprising：Landing stage positioner and landing stage rear connection
Architecture, the landing stage positioner are further included：Pull in shore on landing stage 1 first guide pile 20 of side, the second guide pile
21, anchor ear device 3, and positioned at the earth anchor 4 of 1 bank side of the landing stage.
First guide pile 20 and the second guide pile 21 is using steel-tube construction and is disposed on the landing stage 1.
First guide pile 20 and the second guide pile 21 are each correspondingly provided with anchor ear device 3.The earth anchor 4 is arranged in flood-control wall 6；
The anchor ear device 3 is encircled the guide pile of the Corresponding matching therewith respectively, and then is tethered at institute by encircling form using cassette
State landing stage 1.
As shown in figure 3, the anchor ear device 3 further includes anchor ear pedestal 7, anchor ear snap ring 8, bearing pin 9 and rubber cushion blocks
10.The rubber cushion blocks 10 are arranged in the groove on the inside of the anchor ear snap ring 8, one end of the anchor ear pedestal 7 with it is described
Anchor 4 is welded as a whole, and the anchor ear snap ring 8 is connected with the other end of the anchor ear pedestal 7 by bearing pin 9.The anchor ear snap ring 8
Encircle the guide pile.
Landing stage rear association structure is further included：Pull in shore on the landing stage side, the first guide pile 20 and
Lower channel ladder 5 between two guide piles 21, the lower channel ladder 5 are connected with the deck on landing stage 1, the lower channel
Ladder 5 to mark time plane vertical with sideline of anchoring alongside the shore, it is ensured that the lower channel ladder 5 is in any water level, described to mark time and the Horizon that anchors alongside the shore
In the range of face drop is marked time at one, the lower channel ladder 5 is used for the personnel landing stage 1 up and down.
The present invention is applied to the limited landing stage of water area condition and is tethered at, be particularly well-suited to wharf apron linear distance revetment line compared with
Closely, landing stage need to be adjacent to the occasions such as water front arrangement, using cassette anchor ear device, can effectively be tethered at landing stage, by by the guide pile
It is arranged on landing stage, unit coordinative construction of professional need not driving piles, it is applied widely etc..
Although present disclosure has been made to be discussed in detail by above preferred embodiment, but it should be appreciated that above-mentioned
Description is not considered as limitation of the present invention.After those skilled in the art have read the above, for the present invention's
Various modifications and substitutions all will be apparent.Therefore, protection scope of the present invention should be limited to the appended claims.
Claims (6)
1. a kind of landing stage is tethered at composite structure equipment, it is characterised in that include：
Landing stage positioner；The landing stage positioner is provided with the guide pile of side of pulling in shore on landing stage, positions with each respectively
The anchor ear device that stake matches；And the earth anchor in flood-control wall；
Described each guide pile is disposed on the landing stage；
One end of each anchor ear device is arranged on the earth anchor, and the other end of each anchor ear device is corresponded to respectively will
The guide pile encircles connection, is tethered at the landing stage.
2. a kind of landing stage is tethered at composite structure equipment as claimed in claim 1, it is characterised in that
Described each guide pile adopts steel-tube construction.
3. a kind of landing stage is tethered at composite structure equipment as claimed in claim 1, it is characterised in that the anchor ear device is further wrapped
Contain：Anchor ear pedestal, anchor ear snap ring, bearing pin and rubber cushion blocks；The rubber cushion blocks are arranged on the groove on the inside of the anchor ear snap ring
Interior, one end and the earth anchor of the anchor ear pedestal are welded and fixed, and the anchor ear snap ring passes through bearing pin and the anchor ear pedestal
The other end connects；Corresponding guide pile is encircled by the anchor ear snap ring.
4. a kind of landing stage is tethered at composite structure equipment as claimed in claim 1, it is characterised in that
The landing stage is tethered at composite structure equipment further comprising landing stage rear association structure, and landing stage rear association structure sets
Have and allow the lower channel stair on the upper and lower landing stage of personnel, described lower channel stair one end be connected with the landing stage deck to be consolidated
Fixed, the other end leads on the bank.
5. a kind of landing stage is tethered at composite structure equipment as claimed in claim 4, it is characterised in that
It is vertical with sideline of anchoring alongside the shore that what the lower channel was terraced marks time plane.
6. a kind of landing stage is tethered at composite structure equipment as claimed in claim 5, it is characterised in that
In the range of the marking time plane and mark time at the ground level drop that anchors alongside the shore of lower channel ladder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710021389.1A CN106542051A (en) | 2017-01-12 | 2017-01-12 | A kind of landing stage is tethered at composite structure equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710021389.1A CN106542051A (en) | 2017-01-12 | 2017-01-12 | A kind of landing stage is tethered at composite structure equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106542051A true CN106542051A (en) | 2017-03-29 |
Family
ID=58396785
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710021389.1A Pending CN106542051A (en) | 2017-01-12 | 2017-01-12 | A kind of landing stage is tethered at composite structure equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106542051A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108528659A (en) * | 2018-05-23 | 2018-09-14 | 上海海事大学 | A kind of landing stage rubber fender device and its installation method |
| CN108842721A (en) * | 2018-05-03 | 2018-11-20 | 浙江省交通规划设计研究院有限公司 | A kind of deep water reservoir area floating navigational facility based on multidirectional limit bindiny mechanism |
| CN109484571A (en) * | 2018-09-27 | 2019-03-19 | 武汉船用机械有限责任公司 | Ship mooring mechanism |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE8714868U1 (en) * | 1987-11-07 | 1988-01-07 | abh Ingenieur-Technik GmbH, 2970 Emden | Device for mooring a floating platform |
| EP1462358A1 (en) * | 2003-03-13 | 2004-09-29 | Bluewater Energy Services B.V. | Mooring apparatus suited to a tanker transporting liquid gas |
| CN201390369Y (en) * | 2008-12-02 | 2010-01-27 | 中交第三航务工程勘察设计院有限公司 | Moored barge with three positioning piles of jetty floating pier |
| CN102448809A (en) * | 2009-05-12 | 2012-05-09 | 瑞士单浮筒系泊公司 | 2-step cam system |
| CN205469668U (en) * | 2016-03-24 | 2016-08-17 | 葛洲坝机械工业有限公司 | Landing stage is bank device even |
| CN206407074U (en) * | 2017-01-12 | 2017-08-15 | 上海海事大学 | A kind of landing stage is tethered at composite structure equipment |
-
2017
- 2017-01-12 CN CN201710021389.1A patent/CN106542051A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE8714868U1 (en) * | 1987-11-07 | 1988-01-07 | abh Ingenieur-Technik GmbH, 2970 Emden | Device for mooring a floating platform |
| EP1462358A1 (en) * | 2003-03-13 | 2004-09-29 | Bluewater Energy Services B.V. | Mooring apparatus suited to a tanker transporting liquid gas |
| CN201390369Y (en) * | 2008-12-02 | 2010-01-27 | 中交第三航务工程勘察设计院有限公司 | Moored barge with three positioning piles of jetty floating pier |
| CN102448809A (en) * | 2009-05-12 | 2012-05-09 | 瑞士单浮筒系泊公司 | 2-step cam system |
| CN205469668U (en) * | 2016-03-24 | 2016-08-17 | 葛洲坝机械工业有限公司 | Landing stage is bank device even |
| CN206407074U (en) * | 2017-01-12 | 2017-08-15 | 上海海事大学 | A kind of landing stage is tethered at composite structure equipment |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842721A (en) * | 2018-05-03 | 2018-11-20 | 浙江省交通规划设计研究院有限公司 | A kind of deep water reservoir area floating navigational facility based on multidirectional limit bindiny mechanism |
| CN108528659A (en) * | 2018-05-23 | 2018-09-14 | 上海海事大学 | A kind of landing stage rubber fender device and its installation method |
| CN108528659B (en) * | 2018-05-23 | 2024-03-12 | 上海海事大学 | Rubber fender device for wharfboat and installation method thereof |
| CN109484571A (en) * | 2018-09-27 | 2019-03-19 | 武汉船用机械有限责任公司 | Ship mooring mechanism |
| CN109484571B (en) * | 2018-09-27 | 2020-04-28 | 武汉船用机械有限责任公司 | Ship mooring device |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170329 |
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| RJ01 | Rejection of invention patent application after publication |