CN207378392U - A kind of steel construction damped support - Google Patents
A kind of steel construction damped support Download PDFInfo
- Publication number
- CN207378392U CN207378392U CN201721125479.7U CN201721125479U CN207378392U CN 207378392 U CN207378392 U CN 207378392U CN 201721125479 U CN201721125479 U CN 201721125479U CN 207378392 U CN207378392 U CN 207378392U
- Authority
- CN
- China
- Prior art keywords
- deck
- steel
- bending part
- buffering supporting
- supporting stent
- 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 - Fee Related
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M7/00—Details of attaching or adjusting engine beds, frames, or supporting-legs on foundation or base; Attaching non-moving engine parts, e.g. cylinder blocks
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Earth Drilling (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model provides a kind of steel construction damped support, is arranged on ocean platform piggyback pod deck edge, it is characterised in that：Including being connected fixed buffering supporting stent, the reinforcing rib being arranged on buffering supporting stent and the hydraulic jack on buffering supporting stent with deck I-steel, buffering supporting stent is a bending part, the middle part of the bending part is bonded with deck I-steel web and fixation is bolted, the top of bending part is the horizontal segment of support hydraulic jack, and the top flange of the horizontal segment overhanging deck I-steel, the bottom of bending part is the tilting section of deck I-steel lower flange inner surface fitting, and reinforcing rib is welded between the horizontal segment of bending part and tilting section.The utility model advantage is：Deck upper surface will not be contacted on the premise of passing through hydraulic jack and realizing supporting and causes breakdown of coating, the setting of reinforcing rib improves the intensity of buffering supporting stent.
Description
Technical field
The utility model is related to a kind of supporting arrangement, more particularly to a kind of steel construction damped support.
Background technology
Ocean platform provides production and life at sea to carry out the activities such as drilling well, oil recovery, transporting something containerized, observation, navigation, construction
The structures of facility.
During ocean platform is built, since Gas Turbine Generating Units volume is larger, therefore, it is necessary in ocean platform
Piggyback pod segmentation upper deck it is unclosed on the premise of, Gas Turbine Generating Units are hung to piggyback pod by the way of lifting
On the equipment fixed pedestal on deck；Avoid the upper deck of later stage ocean platform piggyback pod that from can not carrying out generating set after closing
Lifting.
But this kind of mode needs to postpone construction-time of the ocean platform piggyback pod segmentation on building berth, is building enterprise's ship
In the case that platform is limited, the construction of other ocean platforms segmentation is influenced, and then adds the construction period of entire ocean platform.It needs
A kind of lifted from piggyback pod side is wanted to carry out the system that engine is installed in place by horizontal feed again lifting to be avoided to cause
The defects of, and when designing the system, it is necessary to by the platform supports of transport system at the deck edge of piggyback pod, it can be to deck
Face coat damages.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of steel knots for avoiding damaging deck surface coating
Structure damped support.
In order to solve the above technical problems, the technical solution of the utility model is：It wouldn't write, it is identical with claim
The utility model has the advantage of：In the utility model, buffering supporting stent and the deck work for being drilled with connecting hole in advance
Word steel is bolted, and deck I-steel will not be damaged, and buffers the horizontal segment overhanging deck I-shaped of support cradle top
It is connected behind the top flange of steel with hydraulic jack, deck will not be contacted on the premise of passing through hydraulic jack and realizing supporting
Breakdown of coating is caused in upper surface, and the setting of reinforcing rib improves the intensity of buffering supporting stent.
Description of the drawings
Fig. 1 is the utility model steel construction damped support structure diagram.
Specific embodiment
Steel construction damped support in the utility model is arranged on ocean platform piggyback pod deck edge, ocean platform
Piggyback pod deck edge is provided with deck I-steel, which includes 13,11 abdomen of web 11, top flange 12 and lower flange
The both ends of plate are welded with the top flange 12 vertical with 11 webs, lower flange 13, and the thickness of top flange 12 and lower flange 13 certainly
Edge of a wing center is gradually thinning to both sides, and connecting hole is provided on web 11.
Damped support includes being connected fixed buffering supporting stent 21 with deck I-steel, is arranged on buffering supporting branch
Reinforcing rib 22 on frame 21 and the hydraulic jack 23 on buffering supporting stent 21, buffering supporting stent 21 is one
Bending part, middle part and the deck I-steel web 11 of the bending part paste merga pass bolt 3 and are connected fixation, and the top of bending part is
The horizontal segment of support hydraulic jack 23, and the top flange 12 of the horizontal segment overhanging deck I-steel, the bottom of bending part is first
The tilting section of plate I-steel lower flange 13 inner surface fitting, reinforcing rib 22 be welded on bending part horizontal segment and tilting section it
Between.In the utility model, horizontal section length and the inclination Length Ratio of buffering supporting stent 21 are preferably 1.5~2：1.
Claims (2)
1. a kind of steel construction damped support is arranged on ocean platform piggyback pod deck edge, it is characterised in that：
The ocean platform piggyback pod deck edge is provided with deck I-steel, and the deck I-steel includes web, top flange
And lower flange, the both ends of web are welded with the upper and lower edge of a wing vertical with web, and the thickness on the upper and lower edge of a wing is from edge of a wing center
It is gradually thinning to both sides, connecting hole is provided on web；
The damped support includes being connected fixed buffering supporting stent with deck I-steel, is arranged on buffering supporting stent
On reinforcing rib and mounted on buffering supporting stent on hydraulic jack, buffering supporting stent be a bending part, the bending
The middle part of part is bonded with deck I-steel web and fixation is bolted, and the top of bending part is support hydraulic jack
Horizontal segment, and the top flange of the horizontal segment overhanging deck I-steel, the bottom of bending part is table on the inside of the I-steel lower flange of deck
The tilting section that face paste is closed, reinforcing rib are welded between the horizontal segment of bending part and tilting section.
2. steel construction damped support according to claim 1, it is characterised in that：The level of the buffering supporting stent
Segment length is 1.5~2 with tilting Length Ratio：1.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2017211185674 | 2017-09-02 | ||
| CN201721118567 | 2017-09-02 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207378392U true CN207378392U (en) | 2018-05-18 |
Family
ID=60347910
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710787692.2A Withdrawn CN107387954A (en) | 2017-09-02 | 2017-09-04 | A kind of steel construction damped support |
| CN201721125479.7U Expired - Fee Related CN207378392U (en) | 2017-09-02 | 2017-09-04 | A kind of steel construction damped support |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710787692.2A Withdrawn CN107387954A (en) | 2017-09-02 | 2017-09-04 | A kind of steel construction damped support |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN107387954A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111438497A (en) * | 2020-04-20 | 2020-07-24 | 辽宁福瑞达建筑科技有限公司 | Manufacturing process of steel structure welding I-shaped steel |
| CN111350305A (en) * | 2020-04-20 | 2020-06-30 | 辽宁福瑞达建筑科技有限公司 | Steel structure welding I-steel |
-
2017
- 2017-09-04 CN CN201710787692.2A patent/CN107387954A/en not_active Withdrawn
- 2017-09-04 CN CN201721125479.7U patent/CN207378392U/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN107387954A (en) | 2017-11-24 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180518 Termination date: 20180904 |