CN204703145U - A kind of standpipe operator guards - Google Patents
A kind of standpipe operator guards Download PDFInfo
- Publication number
- CN204703145U CN204703145U CN201520352655.5U CN201520352655U CN204703145U CN 204703145 U CN204703145 U CN 204703145U CN 201520352655 U CN201520352655 U CN 201520352655U CN 204703145 U CN204703145 U CN 204703145U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- row
- pipe piles
- standpipe
- operator guards
- 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.)
- Active
Links
Abstract
The utility model discloses a kind of standpipe operator guards, comprise: at least two row's steel pipe piles, often arrange steel pipe pile at least two row's steel pipe piles and comprise at least two steel pipe piles, wherein, spacing at least two row's steel pipe piles between adjacent two row's steel pipe piles is at least 6 meters, and often the spacing of arranging in steel pipe pile between adjacent two steel pipe piles is at least 7 meters; At least two row's steel pipe piles are linked together by steel tubular beam.The standpipe operator guards that the utility model embodiment provides is owing to have employed at least two row's steel pipe piles and the technical scheme linked together by least two row's steel pipe piles by steel tubular beam; the standpipe operator guards that the utility model embodiment is provided has spatial stability; improve the stability of standpipe operator guards when being subject to larger horizontal loading collision; ensure that the safety of the ocean platform standpipe that standpipe operator guards is protected; avoid environment pollution and economic loss; structure is simple simultaneously; constructing operation is simple and easy; structural cost is lower simultaneously, economically feasible.
Description
Technical field
The utility model relates to oil exploration equipment field, particularly relates to a kind of standpipe operator guards.
Background technology
The environment of standpipe residing for it of plunging into the commercial sea of the ocean platform be connected with seabed pipeline is more severe, not only to be subject to the effect of the service load such as oil-air pressure and thermal stresses, the destruction that the accident such as effect and boat accident collision that also will be subject to the environmental loads such as wave, ocean current, ice and earthquake causes, crude oil just may be there is and leak on a large scale in standpipe once damage, cause the major accidents such as the damage of ocean platform production facility and casualties, environmental loss, economic loss and social influence are huge.
Standpipe operator guards of the prior art adopts and arranges at ocean platform standpipe periphery the form that single steel pipe pile forms fence protection; this operator guards belongs to plane operator guards; not there is spatial stability; easily there is when being subject to larger horizontal loading collision the phenomenon that steel pipe pile topples over unstability, thus make the loss of function of standpipe operator guards.
Therefore, there is standpipe operator guards in prior art and when being subject to larger horizontal loading collision, the technical problem that steel pipe pile topples over unstability easily occurs because not having spatial stability.
Utility model content
By providing a kind of standpipe operator guards, easily there is when being subject to larger horizontal loading collision the technical problem that steel pipe pile topples over unstability because not having spatial stability in order to solve the standpipe operator guards existed in prior art in the utility model embodiment.
The utility model embodiment provides a kind of standpipe operator guards, comprising:
At least two row's steel pipe piles, often arrange steel pipe pile in described at least two row's steel pipe piles and comprise at least two steel pipe piles, wherein, the spacing in described at least two row's steel pipe piles between adjacent two row's steel pipe piles is at least 6 meters, and the described often spacing of arranging in steel pipe pile between adjacent two steel pipe piles is at least 7 meters;
Described at least two row's steel pipe piles are linked together by steel tubular beam.
Alternatively, first row steel pipe piles in described at least two row's steel pipe piles are arranged on the primary importance of outward flange at least 5 meters of distance ocean platform, and the second row steel pipe piles in described at least two row's steel pipe piles are arranged on apart from described first row steel pipe pile at least 6 meters and away from the second place of described ocean platform side.
Alternatively, the plane structure of described at least two row's steel pipe piles is trapezoidal, and wherein, the distance between described first row steel pipe pile two ends is less than the distance between described second row steel pipe pile two ends.
Alternatively, the plane structure of described at least two row's steel pipe piles is rectangular.
Alternatively, when described at least two row's steel pipe piles are specially three row's steel pipe piles, the plane structure of described at least two row's steel pipe piles is hexagon.
Alternatively, the length that in described at least two row's steel pipe piles, every root steel pipe pile imbeds the part of below bottom silt is 2/3 of steel pipe pile overall length, and the height that described every root steel pipe pile exposes sea level is at least 6 meters.
Alternatively, in described at least two row's steel pipe piles, the outer wall of every root steel pipe pile has topping.
The one or more technical schemes provided in the utility model embodiment, at least have following technique effect or advantage:
1, owing to have employed at least two row's steel pipe piles and the technical scheme linked together by least two row's steel pipe piles by steel tubular beam, the standpipe operator guards that the utility model embodiment is provided has spatial stability, improve the stability of standpipe operator guards when being subject to larger horizontal loading collision, ensure that the safety of the ocean platform standpipe that standpipe operator guards is protected, avoid environment pollution and economic loss;
2, it is simple that the standpipe operator guards that the utility model embodiment provides has structure, and constructing operation is simple and easy, and structural cost is lower simultaneously, economically viable advantage.
Accompanying drawing explanation
The schematic diagram of the first form of the standpipe operator guards that Fig. 1 provides for the utility model embodiment;
The schematic diagram of the second form of the standpipe operator guards that Fig. 2 provides for the utility model embodiment;
The schematic diagram of the third form of the standpipe operator guards that Fig. 3 provides for the utility model embodiment.
Detailed description of the invention
By providing a kind of standpipe operator guards, easily there is when being subject to larger horizontal loading collision the technical problem that steel pipe pile topples over unstability because not having spatial stability in order to solve the standpipe operator guards existed in prior art in the utility model embodiment.
The standpipe operator guards that the utility model embodiment provides, comprising:
At least two row's steel pipe piles, often arrange steel pipe pile at least two row's steel pipe piles and comprise at least two steel pipe piles, wherein, the spacing at least two row's steel pipe piles between adjacent two row's steel pipe piles is at least 6 meters, and often the spacing of arranging in steel pipe pile between adjacent two steel pipe piles is at least 7 meters;
At least two row's steel pipe piles are linked together by steel tubular beam.
Can find out; owing to have employed at least two row's steel pipe piles and the technical scheme linked together by least two row's steel pipe piles by steel tubular beam; the standpipe operator guards that the utility model embodiment is provided has spatial stability; improve the stability of standpipe operator guards when being subject to larger horizontal loading collision; ensure that the safety of the ocean platform standpipe that standpipe operator guards is protected, avoid environment pollution and economic loss.
In specific implementation process; please refer to Fig. 1; Fig. 1 is the schematic diagram of the first form of the standpipe operator guards that the utility model embodiment provides; as shown in Figure 1; first row steel pipe piles 10 at least two row's steel pipe piles are arranged on the primary importance of outward flange at least 5 meters of distance ocean platform 103, and the second row steel pipe piles 20 at least two row's steel pipe piles are arranged on distance first row steel pipe pile 10 at least 6 meters and away from the second place of ocean platform 103 side.
Please continue to refer to Fig. 1; in this standpipe operator guards; comprise two row's steel pipe piles 101; its plane structure is trapezoidal; simultaneously; by steel tubular beam 102, two row's steel pipe piles 101 are linked together, ensure that the plane structure of whole standpipe operator guards is trapezoidal, thus avoid steel pipe pile because collide and the unstability that tilts.
Please continue to refer to Fig. 1, distance between first row steel pipe pile 10 two ends is greater than the distance between second row steel pipe pile 20 two ends, like this, at second row steel pipe pile 20 when being subject to horizontal load as larger in floating ice collision or ship collision etc., in second row steel pipe pile 20, the horizontal load be subject to can be dispersed at least two steel pipe piles in first row steel pipe pile 10 by every root steel pipe pile, the horizontal load that in first row steel pipe pile 10, every root steel pipe pile is subject to can be far smaller than every horizontal load suffered by root steel pipe pile in second row steel pipe pile 20 load, thus ensure that whole standpipe operator guards because being subject to larger horizontal load, the phenomenon that steel pipe pile topples over unstability does not occur, avoid causing ocean platform impaired because of the loss of function of standpipe operator guards.
In specific implementation process; for stablizing of every root steel pipe pile in guarantee standpipe operator guards; the length that at least two row's steel pipe piles, every root steel pipe pile imbeds the part of below bottom silt is 2/3 of steel pipe pile overall length; and the height that every root steel pipe pile exposes sea level is at least 6 meters; certainly; concrete numerical value can adjust according to actual conditions, to meet the needs of actual conditions, does not limit at this.
In specific implementation process; for every root steel pipe pile in raising standpipe operator guards is to the resistance to corrosion of seawater; the outer wall of every root steel pipe pile has topping; make steel pipe pile can have good oxidation resistance and resistance to corrosion; the useful life of further raising standpipe operator guards; certainly; technician belonging to this area according to actual conditions as the temperature in residing marine site, sunshine and seawater saline and alkaline; the concrete composition of topping is adjusted; to meet the needs of actual conditions, do not limit at this.
In specific implementation process; please refer to Fig. 2; Fig. 2 is the schematic diagram of the second form of the standpipe operator guards that the utility model embodiment provides, and as shown in Figure 2, the plane structure of at least two row's steel pipe piles is rectangular; certainly; in the present embodiment, specifically arranging of steel pipe pile can with reference to the setting of the steel pipe pile under the first form, and the technician belonging to this area can adjust according to actual conditions; to meet the needs of actual conditions, just repeat no more at this.
In specific implementation process; please refer to Fig. 3; Fig. 3 is the schematic diagram of the third form of the standpipe operator guards that the utility model embodiment provides; as shown in Figure 3; when at least two row's steel pipe piles are specially three row's steel pipe piles; the plane structure of at least two row's steel pipe piles is hexagon; certainly; in the present embodiment; specifically arranging of steel pipe pile can with reference to the setting of the steel pipe pile under the first form; technician belonging to this area can adjust according to actual conditions, to meet the needs of actual conditions, has just repeated no more at this.
Can be found out by above-mentioned part, it is simple that the standpipe operator guards that the utility model embodiment provides has structure, and constructing operation is simple and easy, and structural cost is lower simultaneously, economically viable advantage.
Technical scheme in above-mentioned the utility model embodiment, at least has following technique effect or advantage:
1, owing to have employed at least two row's steel pipe piles and the technical scheme linked together by least two row's steel pipe piles by steel tubular beam, the standpipe operator guards that the utility model embodiment is provided has spatial stability, improve the stability of standpipe operator guards when being subject to larger horizontal loading collision, ensure that the safety of the ocean platform standpipe that standpipe operator guards is protected, avoid environment pollution and economic loss;
2, structure is simple, and constructing operation is simple and easy, and structural cost is lower simultaneously, economically feasible.
Obviously, those skilled in the art can carry out various change and modification to the utility model and not depart from spirit and scope of the present utility model.Like this, if these amendments of the present utility model and modification belong within the scope of the utility model claim and equivalent technologies thereof, then the utility model is also intended to comprise these change and modification.
Claims (7)
1. a standpipe operator guards, is characterized in that, comprising:
At least two row's steel pipe piles, often arrange steel pipe pile in described at least two row's steel pipe piles and comprise at least two steel pipe piles, wherein, the spacing in described at least two row's steel pipe piles between adjacent two row's steel pipe piles is at least 6 meters, and the described often spacing of arranging in steel pipe pile between adjacent two steel pipe piles is at least 7 meters;
Described at least two row's steel pipe piles are linked together by steel tubular beam.
2. standpipe operator guards as claimed in claim 1; it is characterized in that; first row steel pipe piles in described at least two row's steel pipe piles are arranged on the primary importance of outward flange at least 5 meters of distance ocean platform, and the second row steel pipe piles in described at least two row's steel pipe piles are arranged on apart from described first row steel pipe pile at least 6 meters and away from the second place of described ocean platform side.
3. standpipe operator guards as claimed in claim 2, is characterized in that, the plane structure of described at least two row's steel pipe piles is trapezoidal, and wherein, the distance between described first row steel pipe pile two ends is greater than the distance between described second row steel pipe pile two ends.
4. standpipe operator guards as claimed in claim 1, is characterized in that, the plane structure of described at least two row's steel pipe piles is rectangular.
5. standpipe operator guards as claimed in claim 1, is characterized in that, when described at least two row's steel pipe piles are specially three row's steel pipe piles, the plane structure of described at least two row's steel pipe piles is hexagon.
6. the standpipe operator guards as described in claim arbitrary in claim 1-5; it is characterized in that; the length that in described at least two row's steel pipe piles, every root steel pipe pile imbeds the part of below bottom silt is 2/3 of steel pipe pile overall length, and the height that described every root steel pipe pile exposes sea level is at least 6 meters.
7. the standpipe operator guards as described in claim arbitrary in claim 1-5, is characterized in that, in described at least two row's steel pipe piles, the outer wall of every root steel pipe pile has topping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520352655.5U CN204703145U (en) | 2015-05-27 | 2015-05-27 | A kind of standpipe operator guards |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520352655.5U CN204703145U (en) | 2015-05-27 | 2015-05-27 | A kind of standpipe operator guards |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204703145U true CN204703145U (en) | 2015-10-14 |
Family
ID=54282771
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520352655.5U Active CN204703145U (en) | 2015-05-27 | 2015-05-27 | A kind of standpipe operator guards |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204703145U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501769A (en) * | 2020-04-30 | 2020-08-07 | 中国建筑第四工程局有限公司 | Construction method for protecting vertical main pipe of thermal spring well in foundation pit |
-
2015
- 2015-05-27 CN CN201520352655.5U patent/CN204703145U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501769A (en) * | 2020-04-30 | 2020-08-07 | 中国建筑第四工程局有限公司 | Construction method for protecting vertical main pipe of thermal spring well in foundation pit |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103215890A (en) | Novel seismic mitigation and absorption support and changing method thereof | |
| JP5967862B2 (en) | Steel pipe pile pier | |
| CN204703145U (en) | A kind of standpipe operator guards | |
| KR20090125358A (en) | Pendulum type cultivation of fish cage | |
| CN202201980U (en) | Sacrificial anode string for protecting cathode of marine structure | |
| CN204356751U (en) | The soft curtain of a kind of antifouling enclosure of water body | |
| CN109372006A (en) | Offshore wind turbine foundation scour protection structure and its construction method | |
| CN103527896A (en) | Submarine pipeline protection device with guide plate | |
| JP2014070454A (en) | Fluid force reduction structure and construction method for the same | |
| CN105568867A (en) | Low-position sliding fast construction method for steel box girder | |
| CN105129597B (en) | A kind of floating container breakwater special hanger | |
| CN209636841U (en) | Offshore wind turbine foundation scour protection structure | |
| CN108104074B (en) | Method and device for reducing damage of landslide surge to dam | |
| CN103742717B (en) | Run-in index submarine pipeline and the protective cradle of sea cable | |
| CN205034309U (en) | Dock | |
| CN205501971U (en) | Attached component of special integrated form of marine wind power | |
| CN204551495U (en) | The assembled lifting structure of a kind of Double-Wall Steel Boxed Cofferdam | |
| CN204821997U (en) | Pier anchoring system suitable for typhoon is prevented to semi -submerged platform | |
| CN103758180B (en) | A kind of protector | |
| CN104060970A (en) | Protection structure of underwater manifold | |
| CN204871627U (en) | Mechanical type can device of falling safety net | |
| CN103466051A (en) | Longitude and latitude type semi-submersible platform | |
| CN210459125U (en) | Water intaking open channel trash device of nuclear power plant | |
| WO2018228526A1 (en) | Offshore self-elevating platform | |
| CN205776068U (en) | A kind of floating drum and use the floating breakwater of this pontoon combination |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |