CN2349127Y - Double-cylinder type suction anchor - Google Patents
Double-cylinder type suction anchor Download PDFInfo
- Publication number
- CN2349127Y CN2349127Y CN 98208178 CN98208178U CN2349127Y CN 2349127 Y CN2349127 Y CN 2349127Y CN 98208178 CN98208178 CN 98208178 CN 98208178 U CN98208178 U CN 98208178U CN 2349127 Y CN2349127 Y CN 2349127Y
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- Prior art keywords
- anchor
- suction anchor
- cylinder
- double
- suction
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- Expired - Fee Related
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Abstract
The utility model relates to a double-cylinder type suction anchor which belongs to an improved type of a barrel-shaped suction anchor of a water floating system berthing device. An outer cylinder whose diameter is large and height is small is additionally arranged out of a traditional single cylinder type suction anchor, and the so-called double-cylinder type suction anchor is formed by sealing the top with a common top plate. In addition, a top plate of an inner cylinder and a top plate of an outer cylinder are respectively provided with a submersible pump to apply stepped suction force. When the outer cylinder of the anchor body is inserted in softer upper layer soil, the inner cylinder can be inserted in lower layer harder soil, wherein, the depth which is deeper, so the anchoring capacity can be enhanced. The type of the double-cylinder type suction anchor has unique adaptability for shallow water and foundation, wherein, the upper layer of which is soft, lower layer of which is hard, and the stratification of which is obvious.
Description
The utility model belongs to the remodeling of barrel-shaped suction anchor in the buoyancy aid mooring gear.
Traditional suction anchor is that the bottom opens wide, the inversion barrel shaped structure of armored pump water system on the end sealing.Required suction is installed in sinking to of suction anchor, and from the anchor top difference of pressure up and down that anchor top pumping system produces the step-down of drawing water in the anchor, its value is directly proportional with headwater depth and anchor top area with the anchor top.The barrel-shaped suction anchor of stock size gained suction under the big condition of the depth of water can make the anchor body sink to the seabed to reach the required degree of depth of anchor force, but under the more shallow condition of the depth of water (as the shoal water zone below 10 meters), gained suction often deficiency so that the anchor body sinks to the degree of depth of requirement.
The purpose of this utility model is a kind of modified version that overcomes the suction anchor of above-mentioned shortcoming of design.
The technical solution of the utility model: anchor tube that this type suction anchor is opened wide by the bottom and the anchor that diving pump is housed top are formed, it is characterized in that said anchor tube is the concentric bitubular, they are to add the big highly less urceolus (3) of a diameter outside the diameter inner core bigger than low height (4), and being bound by common top board (1) forms again.Ribbed stiffener (2) is arranged under the top board.On the top board of so constructing two separate space of inside and outside tube that form, respectively install two groups of diving pumps (5,6).Just form bitubular type suction anchor.This design for scheme is to be directly proportional with headwater depth and anchor top area with the anchor top according to sinker suction, and the principle that is directly proportional with anchor tube embedded depth of sinker resistance, make sinker overcome less sinker resistance with the less sinker suction of inner core early stage, the sinker suction that the sinker later stage increases with urceolus overcomes the sinker resistance of increase, thus the final bigger sinker degree of depth and the bigger anchoring ability of obtaining.Using method of the present utility model: sinker begins, by loop wheel machine the anchor body is vertically put into water, under the deadweight effect, the inner core lower edge at first touches the end and sinks to seabed (9) certain depth (at least one rice) and form necessary air-proof condition and just can open the diving pump (6) at inner core top from water-surface working boat, make the inner core top board produce difference of pressure (being downward suction) up and down, press anchor to sink to touch the end and go into mud certain depth (at least one rice) and also form necessary air-proof condition until the urceolus lower edge, open the diving pump (5) at urceolus top again, make urceolus produce follow-up suction, so interior, urceolus closes and the anchor body bitubular is sunk to require the degree of depth (the anchor top flushes with the seabed approximately), sinker finishes, and diving pump is regained.Weighing anchor is the inverse operation of sinker, promptly by diving pump water filling in anchor anchor jack-up is regained anchor by loop wheel machine is auxiliary again.For loop wheel machine is implemented sinker and weighed anchor, central authorities are provided with main hanger (7) on the anchor top, establish auxiliary hanger (8) on every side.
Preceence of the present utility model: 1. the anchor top area of bitubular anchor significantly greater than with the anchor top area of the cooresponding conventional monotubular anchor of inner core, so under the same depth of water, can obtain bigger sinker suction, make anchor sink to the bigger degree of depth.This advantage is particularly evident under the shallow water condition; 2. for the obvious situation of (upper strata is soft, lower floor is hard) of seabed soil property layering, suitably design-calculated bitubular anchor can make urceolus sink under the situation of appropriate depth inner core is sunk to the big degree of depth of hard stratum, thereby effectively improves anchoring ability.Illustrated below in conjunction with drawings and Examples.
Fig. 1 is the elevation drawing of the related bitubular type of the utility model suction anchor.Fig. 2 is the planar view of the related bitubular type of the utility model suction anchor.1-top board among the figure; 2-top board ribbed stiffener; The 3-urceolus; The 4-inner core; 5-urceolus diving pump;
6-inner core diving pump; 7-master's hanger; 8-assists hanger; The 9-seabed
Embodiment: a kind of bitubular type suction anchor, its top board and inside and outside by steel plate (thickness 20mm) welding
Become, anchor top 1 divides into ribbed stiffener 2, and the top is equipped with diving pump 5 and 6, is corresponded respectively to urceolus 3
And inner core 4, can implement independently that sinker is carried out in pump water operation, the operation of weighing anchor, anchor is top-loaded with main hanger
7 reach auxiliary hanger 8, so that assisted sinker and weighed anchor by loop wheel machine, the diving pump pipeline causes water surface worker
Do on the ship, by the control of implementing on the repair ship to sink, weigh anchor.Fitting of the type of the bitubular shown in this figure suction anchor
Answering the depth of water is 5~40m; Soil property is the last soft tangible cohesive soil of hard layering (the layering interfaces degree of depth down
Be about 3m).The sinker extreme depth is the following 6m in seabed (9), design level mooring force 80t,
Design vertical mooring force 40t.
Claims (3)
1 one kinds of bitubular type suction anchors are made up of bottom anchor tube of opening wide and the anchor top that diving pump is housed, and it is characterized in that said anchor tube is the concentric bitubular, and said anchor top is the plectane of the capping bitubular.
2. according to the suction anchor of claim 1, it is characterized in that the said bitubular is to add the big highly less urceolus of diameter by the diameter inner core bigger than low height to bind with common top board and form.
3. according to the suction anchor of claim 1, it is characterized in that being equipped with and inner core and the cooresponding diving pump of urceolus on the said anchor top.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 98208178 CN2349127Y (en) | 1998-09-21 | 1998-09-21 | Double-cylinder type suction anchor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 98208178 CN2349127Y (en) | 1998-09-21 | 1998-09-21 | Double-cylinder type suction anchor |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2349127Y true CN2349127Y (en) | 1999-11-17 |
Family
ID=33963943
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 98208178 Expired - Fee Related CN2349127Y (en) | 1998-09-21 | 1998-09-21 | Double-cylinder type suction anchor |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2349127Y (en) |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010068119A1 (en) * | 2008-12-12 | 2010-06-17 | Selantic Subsea As | Devices and method for equipment foundation in the sea bed |
CN102069895A (en) * | 2010-12-03 | 2011-05-25 | 中国船舶重工集团公司第七一○研究所 | Soft ground suction anchor mooring device |
CN101158164B (en) * | 2007-11-14 | 2011-07-20 | 中国科学院力学研究所 | Suction type foundation used on sea-bottom |
CN101708765B (en) * | 2009-12-03 | 2012-12-26 | 中国海洋大学 | Expanded type deep-sea suction anchor and installation method thereof |
CN103132521A (en) * | 2013-03-21 | 2013-06-05 | 中国海洋大学 | Undersea suction anchor |
CN103741711A (en) * | 2013-12-23 | 2014-04-23 | 中交第二航务工程局有限公司 | Double-wall suction bucket with high and low bucket covers |
CN104802927A (en) * | 2015-04-28 | 2015-07-29 | 中国海洋石油总公司 | Test device and method for simulating deep water suction force anchor negative pressure installation |
CN104843146A (en) * | 2015-05-12 | 2015-08-19 | 中国石油大学(华东) | Bionic suction anchor |
WO2015152826A1 (en) * | 2014-04-03 | 2015-10-08 | Nanyang Technological University | Method for installing a multi-section suction caisson |
CN105951873A (en) * | 2016-05-11 | 2016-09-21 | 中国海洋大学 | Submarine double-cylinder suction anchor |
CN106218814A (en) * | 2016-08-31 | 2016-12-14 | 中国石油大学(北京) | A kind of be easy to marine towage transport and install suction anchor mechanism |
CN108001623A (en) * | 2017-12-02 | 2018-05-08 | 中国海洋大学 | The hollow thread suction anchor passed through under itself can rotating |
CN108412502A (en) * | 2018-03-06 | 2018-08-17 | 广西大学 | A kind of deep tunnel passes through upper-soft lower-hard ground construction method |
CN109398613A (en) * | 2018-11-01 | 2019-03-01 | 合肥学院 | A kind of micro control device and its construction method reducing the loss of plate anchor buried depth |
NO346861B1 (en) * | 2021-07-23 | 2023-02-06 | Offshore Wind Design As | A suction anchor system |
-
1998
- 1998-09-21 CN CN 98208178 patent/CN2349127Y/en not_active Expired - Fee Related
Cited By (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101158164B (en) * | 2007-11-14 | 2011-07-20 | 中国科学院力学研究所 | Suction type foundation used on sea-bottom |
WO2010068119A1 (en) * | 2008-12-12 | 2010-06-17 | Selantic Subsea As | Devices and method for equipment foundation in the sea bed |
GB2478105A (en) * | 2008-12-12 | 2011-08-24 | Selantic Subsea As | Devices and method for equipment foundation in the sea bed |
GB2478105B (en) * | 2008-12-12 | 2012-12-26 | Selantic Subsea As | Apparatus for supporting equipment on a seabed |
NO340658B1 (en) * | 2008-12-12 | 2017-05-22 | Neodrill As | DEVICE FOR FOUNDATION OF EQUIPMENT IN THE SEA |
CN101708765B (en) * | 2009-12-03 | 2012-12-26 | 中国海洋大学 | Expanded type deep-sea suction anchor and installation method thereof |
CN102069895A (en) * | 2010-12-03 | 2011-05-25 | 中国船舶重工集团公司第七一○研究所 | Soft ground suction anchor mooring device |
CN102069895B (en) * | 2010-12-03 | 2013-03-20 | 中国船舶重工集团公司第七一○研究所 | Soft ground suction anchor mooring device |
CN103132521A (en) * | 2013-03-21 | 2013-06-05 | 中国海洋大学 | Undersea suction anchor |
CN103132521B (en) * | 2013-03-21 | 2015-01-21 | 中国海洋大学 | Undersea suction anchor |
CN103741711A (en) * | 2013-12-23 | 2014-04-23 | 中交第二航务工程局有限公司 | Double-wall suction bucket with high and low bucket covers |
CN106458292A (en) * | 2014-04-03 | 2017-02-22 | 南洋理工大学 | Method for installing a multi-section suction caisson |
WO2015152826A1 (en) * | 2014-04-03 | 2015-10-08 | Nanyang Technological University | Method for installing a multi-section suction caisson |
CN106458292B (en) * | 2014-04-03 | 2018-10-30 | 南洋理工大学 | The method for sucking caisson for installing multistage |
CN104802927A (en) * | 2015-04-28 | 2015-07-29 | 中国海洋石油总公司 | Test device and method for simulating deep water suction force anchor negative pressure installation |
CN104843146A (en) * | 2015-05-12 | 2015-08-19 | 中国石油大学(华东) | Bionic suction anchor |
CN105951873A (en) * | 2016-05-11 | 2016-09-21 | 中国海洋大学 | Submarine double-cylinder suction anchor |
CN106218814A (en) * | 2016-08-31 | 2016-12-14 | 中国石油大学(北京) | A kind of be easy to marine towage transport and install suction anchor mechanism |
CN106218814B (en) * | 2016-08-31 | 2017-05-31 | 中国石油大学(北京) | A kind of suction anchor mechanism for being easy to marine towage to transport and install |
CN108001623A (en) * | 2017-12-02 | 2018-05-08 | 中国海洋大学 | The hollow thread suction anchor passed through under itself can rotating |
CN108412502A (en) * | 2018-03-06 | 2018-08-17 | 广西大学 | A kind of deep tunnel passes through upper-soft lower-hard ground construction method |
CN109398613A (en) * | 2018-11-01 | 2019-03-01 | 合肥学院 | A kind of micro control device and its construction method reducing the loss of plate anchor buried depth |
NO346861B1 (en) * | 2021-07-23 | 2023-02-06 | Offshore Wind Design As | A suction anchor system |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C57 | Notification of unclear or unknown address | ||
DD01 | Delivery of document by public notice |
Addressee: Haiwangxing Ocean Engineering Technology Co., Ltd, Tianjin City Document name: payment instructions |
|
C57 | Notification of unclear or unknown address | ||
DD01 | Delivery of document by public notice |
Addressee: Hu Shejin Document name: Notification of Termination of Patent Right |
|
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |