CN203767033U - Retaining device for binding transportation of marine module - Google Patents
Retaining device for binding transportation of marine module Download PDFInfo
- Publication number
- CN203767033U CN203767033U CN201320893004.8U CN201320893004U CN203767033U CN 203767033 U CN203767033 U CN 203767033U CN 201320893004 U CN201320893004 U CN 201320893004U CN 203767033 U CN203767033 U CN 203767033U
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- CN
- China
- Prior art keywords
- base
- column
- module
- diagonal brace
- transportation
- 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
Links
- 239000000725 suspension Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 claims description 9
- 230000001012 protector Effects 0.000 claims description 4
- 210000003850 cellular structure Anatomy 0.000 claims description 3
- 230000008093 supporting effect Effects 0.000 abstract description 12
- 238000003466 welding Methods 0.000 abstract description 5
- 230000005484 gravity Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract 2
- 238000005553 drilling Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
Abstract
A retaining device for binding transportation of a marine module comprises stand columns (2), a base (3) and inclined struts (6), wherein in the length direction, the upper side of the base (3) is vertically provided with the stand columns (2), and each inclined strut (6) is obliquely arranged above the edge of the outer side of the base (3). A supporting point outer part which has relatively high internal structure strength and can effectively transfer the supporting effect to the gravity center of the module is selected for performing fixed-point retaining. A supporting point manner is adopted for limiting and clamping the bottom of the module, welding points and supporting contact surfaces at the bottom of the module are effectively reduced, the damage to the structure or the appearance of the module is avoided as much as possible, the influence on cargoes in a transportation process due to movement of a barge is reduced, the safety of the cargoes is ensured, the retaining device is adapted to modules with lighter weight and higher strength for implementing effective retaining for selected supporting points one by one, the stress level and deformation in a transportation process is lowered, and the integrity and the safety of the module can be ensured.
Description
Technical field
The utility model relates to apparatus, the suspension device of especially extra large work module colligation transportation.
Background technology
Due to the international design effort with regard to extra large work projects such as FPSO, drilling ships, and the construction order of a large amount of extra large work modules, needing transnational, trans-regional subpackage cooperation, the delivery mode of these modules must adopt the mode of marine colligation transportation.Modular construction a little less than, and the seat transport of extra large work module need to be considered several factors, as environmental conditionss such as wind, waves, the performance state such as the structural strength of ships that transport, stability, and the integraty of extra large work module etc., therefore, calculating for colligation transportation is more loaded down with trivial details, complicated, and scientific and technological content is higher.
First, sea work module does not belong to a part for carrier structure, for guaranteeing its integraty and safety, marine colligation transportation can not employing be all rigidly connected and be made of one with hull structure, can not all make to flexibly connect to cause goods to transport at sea occurring danger.Meanwhile, the difference of colligation mode, cause construction complexity and production time also can be different.
For the higher module of lighter weight structural strength, if bottom welding point is too much, or support that contact surface is excessive just may cause damage to modular construction or profile.
Utility model content
The purpose of this utility model is to provide a kind of suspension device of extra large work module colligation transportation, adapt to the higher module of lighter weight structural strength, the selected strong point is implemented to actv. supporting one by one, be reduced in stress level and distortion in transportation, guarantee integraty and the safety of module.
The purpose of this utility model will realize by following technical measures: comprise column, base and diagonal brace; In the longitudinal direction, base upper vertical is installed column, tilts to install upward diagonal brace at chassis outer side edge simultaneously.
Especially, on base, middle side part vertical summetry is installed at least two columns.
Especially, at relative two outer ledges of base, distinguish upward vertical summetry a column is installed, meanwhile, in this two column outside separately, tilt to install a diagonal brace respectively.
Especially, on the section of base upside perpendicular to length direction, have one group of column and diagonal brace, wherein, described column on the same group and diagonal brace are in same plane.
Especially, in the bottom of column and diagonal brace, spats is installed, on the top of column and diagonal brace, shoulder protector is installed.
Especially, base is cellular structure platform.
Especially, base is Frame-structured Platform, wherein in the column of same group, is connected with the rigid construction straight line of diagonal brace bottom by base.
Advantage of the present utility model and effect: select the supporting of fixing a point of inner structural strength strong point outside higher and that can effectively supporting role be delivered to module center of gravity.Employing is with the spacing or screens to module bottom of strong point mode, effectively reduce module bottom weld nugget and support contact surface, avoid as far as possible modular construction or profile to cause damage, reduce the impact that goods brings due to the motion of ships that transport in transportation, guarantee cargo security.Adapt to the higher module of lighter weight structural strength, the selected strong point is implemented to actv. supporting one by one, be reduced in stress level and distortion in transportation, guarantee integraty and the safety of module.
Accompanying drawing explanation
Fig. 1 is the utility model embodiment 1 structural representation.
Reference numeral comprises: module 1, column 2, base 3, spats 4, shoulder protector 5, diagonal brace 6, boat deck 7.
The specific embodiment
The utility model principle is, abandons the scheme that adopts a large amount of welding that module and carrier are welding as one, and the mode of using spacing or screens instead reduces the impact that goods brings due to the motion of ships that transport in transportation, assurance cargo security.For the higher module of lighter weight structural strength, if bottom welding point is too much, or support that contact surface is excessive just may cause damage to modular construction or profile, the supporting of fixing a point of selection inner structural strength strong point outside higher and that can effectively supporting role be delivered to module center of gravity.
The utility model comprises: column 2, base 3 and diagonal brace 6.
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Embodiment 1: as shown in Figure 1, in the longitudinal direction, base 3 upper vertical are installed column 2, tilt to install upward diagonal brace 6 at base 3 outer ledges simultaneously.
In aforementioned, install identically with transportation pontoon deck direction in the longitudinal direction, along hull direction, arrange fixingly, in base 3 upper length directions, arrange column 2 and diagonal brace 6.
In aforementioned, on base 3, middle side part vertical summetry is installed at least two columns 2.
In aforementioned, at relative two outer ledges of base 3, distinguish upward vertical summetry a column 2 is installed, meanwhile, in this two column 2 outside separately, tilt to install a diagonal brace 6 respectively.
In aforementioned, on the section of base 3 upsides perpendicular to length direction, have one group of column 2 and diagonal brace 6, wherein, described column 2 on the same group and diagonal brace 6 are in same plane.
In aforementioned, in the bottom of column 2 and diagonal brace 6, spats 4 is installed, on the top of column 2 and diagonal brace 6, shoulder protector 5 is installed.Column 2 is connected on base 3 by spats 4 or diagonal brace 6 respectively or module 1 bottom with diagonal brace 6.
In aforementioned, base 3 is cellular structure platform.Base 3 is fixing rivets or is welded on transportation pontoon deck.
In aforementioned, base 3 is Frame-structured Platform, wherein in the column 2 of same group, is connected with the rigid construction straight line of diagonal brace 6 bottoms by base 3.
In the utility model, base 3 is fixed on to boat deck 7 along the setting of hull direction, selection inner structural strength is higher and can effectively supporting role be delivered to the strong point of module center of gravity, and then the installation site of box type column 2 and diagonal brace 6 under definite strong point, column 2 and diagonal brace 6 are installed above base 3, column 2 or diagonal brace 6 tops are fixed on to module 1 bottom, are particularly useful for drilling ship life building, FPSO life building or drilling ship rig floor colligation optimization.
Claims (7)
1. the suspension device of extra large work module colligation transportation, comprises column (2), base (3) and diagonal brace (6); It is characterized in that, in the longitudinal direction, base (3) upper vertical is installed column (2), tilts to install upward diagonal brace (6) at base (3) outer ledge simultaneously.
2. the suspension device of extra large work module colligation transportation as claimed in claim 1, is characterized in that, in the upper middle side part vertical summetry of base (3), at least two columns (2) is installed.
3. the suspension device that extra large work module colligation as claimed in claim 1 is transported, it is characterized in that, at relative two outer ledges of base (3), distinguish upward vertical summetry a column (2) is installed, meanwhile, in this two column (2) outside separately, tilt to install a diagonal brace (6) respectively.
4. the suspension device that extra large work module colligation as claimed in claim 1 is transported, it is characterized in that, on section of base (3) upside perpendicular to length direction, there are one group of column (2) and diagonal brace (6), wherein, described column (2) on the same group and diagonal brace (6) are in same plane.
5. the suspension device of extra large work module colligation transportation as claimed in claim 1, is characterized in that, in the bottom of column (2) and diagonal brace (6), spats (4) is installed, and on the top of column (2) and diagonal brace (6), shoulder protector (5) is installed.
6. the suspension device of extra large work module colligation transportation as claimed in claim 1, is characterized in that, base (3) is cellular structure platform.
7. the suspension device that extra large work module colligation as claimed in claim 1 is transported, it is characterized in that, base (3) is Frame-structured Platform, wherein in the column (2) of same group, is connected with the rigid construction straight line of diagonal brace (6) bottom by base (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320893004.8U CN203767033U (en) | 2013-12-31 | 2013-12-31 | Retaining device for binding transportation of marine module |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320893004.8U CN203767033U (en) | 2013-12-31 | 2013-12-31 | Retaining device for binding transportation of marine module |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203767033U true CN203767033U (en) | 2014-08-13 |
Family
ID=51284254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320893004.8U Expired - Lifetime CN203767033U (en) | 2013-12-31 | 2013-12-31 | Retaining device for binding transportation of marine module |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203767033U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104554649A (en) * | 2014-12-29 | 2015-04-29 | 上海中远船务工程有限公司 | Ocean-crossing transportation method for binding overall structure broken-up modules of ultra-large type oceanographic engineering |
| CN107499463A (en) * | 2017-08-31 | 2017-12-22 | 上海振华重工(集团)股份有限公司 | A kind of FS final spice sea-freight binding structural member and binding method |
| CN108622320A (en) * | 2018-04-20 | 2018-10-09 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | Ship timber protection can collapsible pedestal |
| CN108725702A (en) * | 2018-08-06 | 2018-11-02 | 扬州中远海运重工有限公司 | A kind of container ship lashing bridge is only shaken structure |
| CN117401101A (en) * | 2023-10-24 | 2024-01-16 | 上海中远海运工程物流有限公司 | Weak structure module marine support pad structure and binding method |
-
2013
- 2013-12-31 CN CN201320893004.8U patent/CN203767033U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104554649A (en) * | 2014-12-29 | 2015-04-29 | 上海中远船务工程有限公司 | Ocean-crossing transportation method for binding overall structure broken-up modules of ultra-large type oceanographic engineering |
| CN107499463A (en) * | 2017-08-31 | 2017-12-22 | 上海振华重工(集团)股份有限公司 | A kind of FS final spice sea-freight binding structural member and binding method |
| CN108622320A (en) * | 2018-04-20 | 2018-10-09 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | Ship timber protection can collapsible pedestal |
| CN108725702A (en) * | 2018-08-06 | 2018-11-02 | 扬州中远海运重工有限公司 | A kind of container ship lashing bridge is only shaken structure |
| CN108725702B (en) * | 2018-08-06 | 2023-11-24 | 扬州中远海运重工有限公司 | Vibration-stopping structure of binding bridge of container ship |
| CN117401101A (en) * | 2023-10-24 | 2024-01-16 | 上海中远海运工程物流有限公司 | Weak structure module marine support pad structure and binding method |
| CN117401101B (en) * | 2023-10-24 | 2024-04-05 | 上海中远海运工程物流有限公司 | Weak structure module marine support pad structure and binding method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Xu Hui Inventor after: Zhou Qing Inventor after: Wang Chulong Inventor after: Wang Yanbo Inventor after: Zhao Rui Inventor before: Xu Hui Inventor before: Zhou Qing Inventor before: Wang Chulong |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: XU HUI ZHOU QING WANG CHULONG TO: XU HUI ZHOU QING WANG CHULONG WANG YANBO ZHAO RUI |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140813 |