CN110106827A - Anchor arrangement for floating wharf - Google Patents
Anchor arrangement for floating wharf Download PDFInfo
- Publication number
- CN110106827A CN110106827A CN201910379675.4A CN201910379675A CN110106827A CN 110106827 A CN110106827 A CN 110106827A CN 201910379675 A CN201910379675 A CN 201910379675A CN 110106827 A CN110106827 A CN 110106827A
- Authority
- CN
- China
- Prior art keywords
- floating wharf
- arrangement
- floating
- wharf
- stern
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 8
- 238000004873 anchoring Methods 0.000 abstract description 12
- 238000009434 installation Methods 0.000 abstract description 6
- 239000003643 water by type Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
-
- 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
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
- E02B3/064—Floating landing-stages
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention discloses a kind of floating wharf anchoring arrangements, in floating wharf, two Bower Anchor chains in toed-in arrangement are arranged in fore body, in floating wharf, two Bower Anchor chains in toed-out arrangement are arranged in stern, two Bower Anchor chain one end of floating wharf stern are connected on the bollard on floating wharf, the other end is connected to floating wharf stern, two Bower Anchor chain one end of floating wharf fore body are connected to floating wharf fore body, and the other end connects on frog anchor in water.A kind of floating wharf anchoring arrangement of the present invention, influence of the floating wharf anchoring arrangement to navigation channel can be reduced, harbour facilities facility is destroyed small, installation early period and later period disassembly are relatively easy, there is good applicability in the biggish waters of the height of water, especially to there is the harbour for stopping special ship, it is possible to provide preferable berthing ability.
Description
Technical field
The present invention relates to ships and hydraulic structure field more particularly to a kind of floating wharf anchoring arrangement.
Background technique
Currently, the construction period for the installations and facilities such as port construction is mating is longer as shipbuilding industry develops rapidly, many codes
Head has a demand for stopping special ship, and traditional only by the mode of anchor chain anchoring or mooring, cast anchor distance, and floating wharf is displaced
Greatly, reset speed is slow, and there are security risks to navigation channel for the anchor chain dished out.
Summary of the invention
The object of the present invention is to provide one kind can reduce influence of the floating wharf anchoring arrangement to navigation channel, to harbour facilities facility
Destroy small, installation early period and the relatively simple floating wharf anchoring arrangement of later period disassembly.
Present invention technical solution used for the above purpose is: a kind of floating wharf anchoring arrangement, in floating code
Two Bower Anchor chains in toed-in arrangement are arranged in head fore body, and in floating wharf, two Bower Anchor chains in toed-out arrangement are arranged in stern,
Two Bower Anchor chain one end of floating wharf stern are connected on the bollard on floating wharf, and the other end is connected to floating wharf stern, are floated
Two Bower Anchor chain one end of harbour fore body are connected to floating wharf fore body, and the other end connects on frog anchor in water.
Pendulous mass is respectively equipped on four Bower Anchor chains.
Four pendulous mass are lain in respectively on four Bower Anchor chains at floating wharf end.
A kind of floating wharf anchoring arrangement of the present invention can reduce influence of the floating wharf anchoring arrangement to navigation channel, to harbour
Installations and facilities destruction is small, and installation early period and later period disassembly are relatively easy, has good applicability in the biggish waters of the height of water,
Especially to there is the harbour for stopping special ship, it is possible to provide preferable berthing ability.
Detailed description of the invention
Fig. 1 is a kind of top view of floating wharf anchoring arrangement of the present invention.
Fig. 2 is a kind of side view of floating wharf anchoring arrangement of the present invention.
In figure: 1, floating wharf；2, pendulous mass；3, frog anchor；4, Bower Anchor chain；5, fore body；6, stern；7, bollard.
Specific embodiment
As depicted in figs. 1 and 2, anchor arrangement for floating wharf, mainly by 3, the four Bower Anchor chains 4 of frog anchor of floating wharf 1, two
With four pendulous mass 2, two Bower Anchor chains 4 in toed-in arrangement, the stern 6 in floating wharf 1 is arranged in the fore body 5 in floating wharf 1
Two Bower Anchor chains 4 in toed-out arrangement are set, and two Bower Anchor chain one end of the stern of floating wharf, which are connected on floating wharf, is
On ship column 7, the other end is connected to the stern 6 of floating wharf 1, and two 4 one end of Bower Anchor chain of the fore body 5 of floating wharf 1 are connected to floating code
First 1 fore body 5, the other end connect on frog anchor 3 in water, and floating wharf bow, stern respectively set two masters in inside and outside eight word arrangement
Anchor chain (according to the arrangement of different geographical and harbour, adjusts anchor chain installation angle), enters from hawse-pipe deck plane, from hawse-pipe first
It is partially pierced by under plate, links frog anchor in bank base bollard and water respectively, four pendulous mass 2 are lain in respectively close to four, floating wharf end
On Bower Anchor chain 4, the different location by being arranged in anchor chain provides pendency power, promotes anchor chain two stick force of tight formation, floating wharf position
Shifting is bigger, and it is bigger that pendulous mass provides the pulling force acted on anchor chain, and then reduces floating wharf displacement, and it is fast to improve floating wharf reset
Degree cooperates the arrangement of floating wharf fore body anchor chain toed-in, and the increase of pendulous mass is avoided that between anchor chain and anchor chain and rubs, and drops
Low floating wharf anchor chain in water height.
Claims (3)
- The arrangement 1. a kind of floating wharf is anchored, it is characterised in that: two masters in toed-in arrangement are arranged in fore body in floating wharf Anchor chain, in floating wharf, two Bower Anchor chains in toed-out arrangement, two Bower Anchor chain one end connection of floating wharf stern is arranged in stern On bollard on floating wharf, the other end is connected to floating wharf stern, and two Bower Anchor chain one end of floating wharf fore body are connected to Floating wharf fore body, the other end connect on frog anchor in water.
- 2. anchor arrangement for a kind of floating wharf according to claim 1, it is characterised in that: divide on four Bower Anchor chains It She You not pendulous mass.
- 3. anchor arrangement for a kind of floating wharf according to claim 2, it is characterised in that: four pendulous mass difference It lies on the Bower Anchor chain arranged in inside and outside eight word of four, floating wharf end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910379675.4A CN110106827A (en) | 2019-05-08 | 2019-05-08 | Anchor arrangement for floating wharf |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910379675.4A CN110106827A (en) | 2019-05-08 | 2019-05-08 | Anchor arrangement for floating wharf |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110106827A true CN110106827A (en) | 2019-08-09 |
Family
ID=67488703
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910379675.4A Pending CN110106827A (en) | 2019-05-08 | 2019-05-08 | Anchor arrangement for floating wharf |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110106827A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115071887A (en) * | 2022-06-27 | 2022-09-20 | 刘泽平 | Anchoring method of floating wharf |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2422230Y (en) * | 2000-05-22 | 2001-03-07 | 中国人民解放军海军工程设计研究局 | Storm-proof pierhead pontoon for seaport |
| JP2014108734A (en) * | 2012-12-03 | 2014-06-12 | Kajima Corp | Method for mooring workbench vessel |
| JP2014108735A (en) * | 2012-12-03 | 2014-06-12 | Kajima Corp | Work barge |
| CN104981396A (en) * | 2013-02-13 | 2015-10-14 | 张英柱 | Mooring apparatus using submerged floating bridge |
-
2019
- 2019-05-08 CN CN201910379675.4A patent/CN110106827A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2422230Y (en) * | 2000-05-22 | 2001-03-07 | 中国人民解放军海军工程设计研究局 | Storm-proof pierhead pontoon for seaport |
| JP2014108734A (en) * | 2012-12-03 | 2014-06-12 | Kajima Corp | Method for mooring workbench vessel |
| JP2014108735A (en) * | 2012-12-03 | 2014-06-12 | Kajima Corp | Work barge |
| CN104981396A (en) * | 2013-02-13 | 2015-10-14 | 张英柱 | Mooring apparatus using submerged floating bridge |
Non-Patent Citations (1)
| Title |
|---|
| 徐俊杰等: "正常靠泊下趸船位移及锚链张力的简单估算 ", 《水运工程》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115071887A (en) * | 2022-06-27 | 2022-09-20 | 刘泽平 | Anchoring method of floating wharf |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190809 |
|
| RJ01 | Rejection of invention patent application after publication |