CN204370397U - The wind resistance cable device of adjustable length - Google Patents
The wind resistance cable device of adjustable length Download PDFInfo
- Publication number
- CN204370397U CN204370397U CN201420850775.3U CN201420850775U CN204370397U CN 204370397 U CN204370397 U CN 204370397U CN 201420850775 U CN201420850775 U CN 201420850775U CN 204370397 U CN204370397 U CN 204370397U
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- CN
- China
- Prior art keywords
- wire rope
- chip architecture
- running block
- hoist engine
- vertical chip
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Abstract
A kind of wind resistance cable device of adjustable length, be provided with: a wire rope, installation several shackles on a steel cord, wherein, one end of shackle is provided with a running block, running block is connected with hoist engine by wire rope, and one end of wire rope is connected with vertical chip architecture thing by gear rope post; The other end of wire rope is connected by unloading the suspension centre that be located on balancing weight, by adjustment hoist engine and movable pulley elasticity and length, vertical chip architecture thing is tilted a set angle a.The utility model can not only carry out length adjustment according to vertical chip architecture object height degree difference, ocean engineering is found chip architecture thing and to keep vertically or heeling condition is fixed on the position of specifying, make its limiting condition reach the job requirements of storm; And, save great deal of steel and large-scale crane resource, and then, greatly save the construction cost of ocean engineering structure.
Description
Technical field
The utility model relates to wind resistance cable device, particularly relates to a kind of wind resistance cable device of adjustable length.Belong to Offshore Engineering field.
Background technology
In large ocean engineering-built process, the ocean engineering with conduit leg founds sheet, and because works tonnage is heavier, size is comparatively large, and do not have other support structure around, therefore, it can not remain erectility or heeling condition.
At present, stand that sheet remains uprightly, heeling condition in order to conduit leg can be realized, existingly found sheet method for A/C leg and have two kinds: Yi Zhongshi: the assigned address welding stay pipe on conduit leg rigidly fixes.Although this kind of mode can maintain the erectility that conduit leg founds chip architecture thing, once after being welded and fixed, the angle that conduit leg founds chip architecture cannot regulate, and construction precision can not be guaranteed, and, waste in a large number for the steel as interim reinforcement.Another kind method is: the vertical chip architecture thing of method lifting adopting crawler crane lifting, after works is in place, and original place not decoupling device head, by rigging tensional fixation works, after completing vertical chip architecture thing and adjacent structure weld job, could gib head be extractd, withdraw crawler crane; This kind of method, although, also can ensure the fixing of works, owing to occupying loop wheel machine resource, construction cost is higher.
Utility model content
Main purpose of the present utility model is the above-mentioned shortcoming overcoming prior art existence, and a kind of wind resistance cable device of adjustable length is provided, it can not only carry out length adjustment according to vertical chip architecture object height degree difference, ocean engineering is found chip architecture thing to keep vertically or heeling condition is fixed on the position of specifying, make its limiting condition reach the job requirements of storm; And, save great deal of steel and large-scale crane resource, and then, greatly save the construction cost of ocean engineering structure.
The purpose of this utility model is realized by following technical scheme:
A kind of wind resistance cable device of adjustable length, it is characterized in that: be provided with: a wire rope, installation several shackles on a steel cord, wherein, one end of shackle is provided with a running block, running block is connected with hoist engine by wire rope, and one end of wire rope is connected with vertical chip architecture thing by gear rope post; The other end of wire rope is connected by unloading the suspension centre that be located on balancing weight, by adjustment hoist engine and movable pulley elasticity and length, vertical chip architecture thing is tilted a set angle a.
Described set angle a is: 25-35 degree.
Described hoist engine is 10 tons of hoist engines, and running block is the running block of 80 tons; Wire rope is: the wire rope of diameter 56 millimeters, length 16 meters; Shackle is: 55 tons of shackles; Balancing weight is: the steel slide block being greater than 200 tons.
The beneficial effects of the utility model: the utility model is owing to adopting technique scheme, it can not only carry out length adjustment according to vertical chip architecture object height degree difference, ocean engineering is found chip architecture thing to keep vertically or heeling condition is fixed on the position of specifying, make its limiting condition reach the job requirements of storm; And, save great deal of steel and large-scale crane resource, and then, greatly save the construction cost of ocean engineering structure.
Accompanying drawing explanation
Fig. 1 is the utility model overall structure schematic diagram.
Fig. 2 is A-A face sectional view in Fig. 1.
Fig. 3 is for being B-B face sectional view in Fig. 1.
Fig. 4 is the utility model general arrangement.
Major label description in figure:
1. wire rope, 2. shackle, 3. running block, 4. hoist engine, 5. suspension centre, 6. balancing weight, 7. gear rope post, 8. vertical chip architecture thing.
Detailed description of the invention
As shown in Fig. 1-Fig. 4, the utility model is provided with: wire rope 1, the several shackles 2 be arranged on wire rope 1, wherein, one end of shackle 2 is provided with a running block 3, running block 3 is connected with hoist engine 4 by wire rope 1, and the other end of wire rope 1 is connected with vertical chip architecture thing 8 by gear rope post 7; The suspension centre 5 that the other end of wire rope 1 is located on balancing weight 6 by shackle 2 is connected; By adjusting elasticity and the length of hoist engine 4 and movable pulley 3, make inclination one set angle of vertical chip architecture thing 8.
Above-mentioned set angle a is: 25-35 degree.
The present embodiment: as shown in Figure 1, above-mentioned wire rope 1 is divided into three sections, and first paragraph wire rope adopts welding manner to be suspended on the gear rope post 7 of vertical chip architecture thing 8; Started at by vertical chip architecture thing 8, first paragraph wire rope 1 is connected with second segment wire rope 2 by first shackle 2, and in like manner, second segment wire rope is connected with the 3rd section of wire rope 1 by second shackle 2; 3rd section of wire rope 1 is connected with running block 3 by the 3rd shackle 2, and running block 3 other end connects the 4th shackle 2, and in addition, running block 3 is connected with hoist engine 4; 4th shackle is connected with suspension centre 5 again, and suspension centre 5 is weldingly fixed on balancing weight 6.
As shown in Fig. 2, Fig. 3, during use, the conduit leg of vertical chip architecture thing 8 crossed by the 1st section of wire rope 1, and be fixed on gear rope post 7, lower end is connected with first shackle 2; Running block 3 upper and lower end is respectively ined succession a shackle 2, and the shackle 2 be positioned at below is affiliated on the suspension centre 5 on balancing weight 6.In addition, hoist engine 4 is connected with running block 3, in order to adjust elasticity and length, thus, reach the angle of inclination making vertical chip architecture thing 8, to ensure safety and the precision of construction.
What above-mentioned hoist engine 4 was selected is 10 tons of hoist engines, what above-mentioned running block 3 was selected the is running block of 80 tons, under the cooperation of hoist engine 4 and running block 3, the anchored force of 80 tons can be realized, and elasticity of the present utility model and length can be adjusted, thus, reach the angle of inclination of vertical chip architecture thing 8, to ensure safety and the precision of construction.
The wire rope of what above-mentioned wire rope 1 was selected is diameter 56 millimeters, length 16 meters; What above-mentioned shackle 2 was selected is 55 tons of shackles, and what balancing weight 6 was selected is is greater than the steel slide block of 200 tons.
Above-mentioned hoist engine, running block, wire rope, shackle are prior art, and the technology of not specified (NS) is prior art, therefore repeats no more.
The above, it is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, every above embodiment is done according to technical spirit of the present utility model any simple modification, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (3)
1. the wind resistance cable device of an adjustable length, it is characterized in that: be provided with: a wire rope, installation several shackles on a steel cord, wherein, one end of shackle is provided with a running block, running block is connected with hoist engine by wire rope, and one end of wire rope is connected with vertical chip architecture thing by gear rope post; The other end of wire rope is connected by unloading the suspension centre that be located on balancing weight, by adjustment hoist engine and movable pulley elasticity and length, vertical chip architecture thing is tilted a set angle a.
2. the wind resistance cable device of adjustable length according to claim 1, is characterized in that: described set angle a is: 25-35 degree.
3. the wind resistance cable device of adjustable length according to claim 1, is characterized in that: described hoist engine is 10 tons of hoist engines, and running block is the running block of 80 tons; Wire rope is: the wire rope of diameter 56 millimeters, length 16 meters; Shackle is: 55 tons of shackles; Balancing weight is: the steel slide block being greater than 200 tons.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420850775.3U CN204370397U (en) | 2014-12-29 | 2014-12-29 | The wind resistance cable device of adjustable length |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420850775.3U CN204370397U (en) | 2014-12-29 | 2014-12-29 | The wind resistance cable device of adjustable length |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204370397U true CN204370397U (en) | 2015-06-03 |
Family
ID=53326629
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420850775.3U Expired - Fee Related CN204370397U (en) | 2014-12-29 | 2014-12-29 | The wind resistance cable device of adjustable length |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204370397U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589764A (en) * | 2018-07-02 | 2018-09-28 | 天津大学 | Bucket foundation wind turbine entirety deep water sinking attitude control method |
-
2014
- 2014-12-29 CN CN201420850775.3U patent/CN204370397U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589764A (en) * | 2018-07-02 | 2018-09-28 | 天津大学 | Bucket foundation wind turbine entirety deep water sinking attitude control method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee after: OFFSHORE OIL ENGINEERING Co.,Ltd. Patentee after: CHINA NATIONAL OFFSHORE OIL Corp. Co-patentee after: OFFSHORE OIL ENGINEERING (QINGDAO) Co.,Ltd. Address before: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee before: OFFSHORE OIL ENGINEERING Co.,Ltd. Patentee before: CHINA NATIONAL OFFSHORE OIL Corp. Co-patentee before: OFFSHORE OIL ENGINEERING (QINGDAO) Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150603 Termination date: 20211229 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |