CN105644728A - Overwater pipe support floating body - Google Patents
Overwater pipe support floating body Download PDFInfo
- Publication number
- CN105644728A CN105644728A CN201610238301.7A CN201610238301A CN105644728A CN 105644728 A CN105644728 A CN 105644728A CN 201610238301 A CN201610238301 A CN 201610238301A CN 105644728 A CN105644728 A CN 105644728A
- Authority
- CN
- China
- Prior art keywords
- pipe support
- vertical duct
- buoyancy aid
- ring
- transverse
- 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.)
- Granted
Links
- 238000007667 floating Methods 0.000 title abstract description 9
- 230000037431 insertion Effects 0.000 abstract 5
- 238000003780 insertion Methods 0.000 abstract 5
- 230000001174 ascending effect Effects 0.000 abstract 1
- 230000000149 penetrating effect Effects 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 19
- 230000000630 rising effect Effects 0.000 description 5
- 238000007906 compression Methods 0.000 description 4
- 238000013016 damping Methods 0.000 description 4
- 239000013535 sea water Substances 0.000 description 4
- 238000004062 sedimentation Methods 0.000 description 4
- 238000009395 breeding Methods 0.000 description 3
- 230000001488 breeding effect Effects 0.000 description 3
- 230000006835 compression Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000004049 embossing Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 239000011151 fibre-reinforced plastic Substances 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002990 reinforced plastic Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013536 elastomeric material Substances 0.000 description 1
- 238000009313 farming Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000009364 mariculture Methods 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
- 230000001052 transient effect Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
-
- 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
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/04—Clamping or clipping connections
- F16B7/044—Clamping or clipping connections for rods or tubes being in angled relationship
- F16B7/048—Clamping or clipping connections for rods or tubes being in angled relationship for rods or for tubes without using the innerside thereof
- F16B7/0493—Clamping or clipping connections for rods or tubes being in angled relationship for rods or for tubes without using the innerside thereof forming a crossed-over connection
-
- 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
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/18—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Ocean & Marine Engineering (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Supports For Pipes And Cables (AREA)
Abstract
The invention relates to an overwater pipe support floating body. The overwater pipe support floating body comprises a plurality of vertical pipelines, transverse pipelines and pipe connectors, wherein the upper end of each vertical pipeline is closed and the lower end thereof is open, and at least one pipe connector is arranged from top to bottom; the transverse pipelines are arranged in parallel layer by layer and are fixed in transverse pipeline insertion sleeves of the pipe connectors in a penetrating manner; each pipe connector comprises two symmetrical clamp hoops; a clamp groove is formed at the inner side of a semi-circular concave ring in the middle of each clamp hoop; the transverse pipeline insertion sleeves are arranged on a connecting plate of two wings of the clamp hoops; an elastic clamp ring is arranged in each transverse pipeline insertion sleeve; a flange plate is arranged at the outer side of each transverse pipeline insertion sleeve; two symmetrical clamp hoops encircle the vertical pipelines and are connected and fixed by short bolts; and the transverse pipelines penetrate through the flange plates, the transverse pipeline insertion sleeves and the elastic clamp rings to be connected and fixed by long bolts. The overwater pipe support floating body has a reasonable structure, can be assembled and repaired simply and conveniently, saves time and labor, has stable system stability and high reliability, and has an adjustable descending and ascending function.
Description
Technical field
The present invention relates to a kind of water floating body, specifically a kind of pipe support buoyancy aid waterborne.
Background technology
At present, countries in the world to exploration a moment of ocean engineering also without stopping, various float structures emerge in an endless stream, no matter various product is civilian or military project all consumes substantial amounts of energy financial resources and unsatisfactory, up to the present but without that marine float product can from cost performance, can show one's talent from the adverse circumstances resisting ocean. Aquatics programme many at present such as recreational fisheries, deep-sea breeding, marine amusement square, marine man-made island, offshore jackup platform, marine large-scale goods yard, seadrome and other military projects etc. all also exist great development bottleneck. Along with blue economic going deep into, the buoyancy aid engineering of ocean and the water surface is rendered as tinkling of jades meeting the eye on every side in various places, no matter it is sea farming, offshore recreational, ocean engineering all suffers from a very big problem, that is exactly severe sea situation, makes the buoyancy aid engineering on sea unstable and easily damages or cause the even personal safety of great economic loss. It is generally acknowledged that the pipeline of sealing produces buoyancy, after combination, formation platform or other Overwater floating engineering are not much else. Both unstable, buoyancy can not be adjusted according to weather again, i.e. sedimentation and rising.
Summary of the invention
The technical problem to be solved is to overcome above-mentioned the deficiencies in the prior art, it is provided that a kind of simple structure, rationally, assembles and maintenance simplicity, saves labor, and system stability is reliable, and safety is high, has the pipe support buoyancy aid waterborne being automatically adjusted rising sedimentation function.
This invention address that above-mentioned technical problem the technical scheme is that a kind of pipe support buoyancy aid waterborne, it includes some vertically disposed vertical ducts and horizontally disposed horizontal pipeline and connects the Tube jointer of vertical duct and horizontal pipeline, it is characterized in that: described each vertical duct upper end closed, lower end is uncovered, at least installs a Tube jointer from top to bottom; The layered and parallel setting of described horizontal pipeline, runs through in the transverse tube grafting set being fixed on Tube jointer; Described each Tube jointer includes two symmetrically arranged clips, it is provided with draw-in groove inside semi-circular scrobicular ring in the middle of described clip, the connecting plate of clip both wings is provided with transverse tube grafting set and some bolts hole, is provided with snap ring in described transverse tube grafting set, and outside is provided with ring flange;Two symmetrical clips encircle vertical duct, are connected fixing by lag bolt; Horizontal pipeline, through ring flange, transverse tube grafting set and snap ring, connects fixing by stay bolt.
Described vertical duct is connected to the breather with air valve.
Being connected to breather on described horizontal pipeline, two ends are provided with plugging valve.
Described part or all of vertical duct is installed above flat board. Forming area marine float platform, the big I of platform is arranged as required to.
Draw-in groove inside the semi-circular scrobicular ring of described clip coordinates location with the rubber ring being cased with on vertical duct, and by tightening lag bolt, card fastens vertical duct.
Described transverse tube grafting set medial surface band is tapered, and corresponding snap ring is also with tapered, tightens stay bolt, and ring flange compresses snap ring, and snap ring overlaps contract clamping horizontal pipeline in transverse tube grafting.
Described clip upper lateral tube grafting set central axis is vertical with semi-circular scrobicular ring axis antarafacial.
The connecting plate of described clip both wings is additionally provided with pipeline hole. For installing cable and vent line, vertical duct and horizontal pipeline are inflated to facilitate and control.
The present invention includes some vertically disposed vertical ducts and horizontally disposed horizontal pipeline, and vertical duct upper end closed, lower end is uncovered. Being fixed up by orderly to horizontal pipeline and vertical duct by Tube jointer, fixing vertical duct in the middle of Tube jointer clip, clip both wings fix two horizontal pipelines. Vertical duct is vertical with horizontal pipeline antarafacial, forms the frame structure of locking mutually. A plurality of vertical duct and horizontal pipeline grafting can be got up by multiple Tube jointers in an orderly manner, form the group frame of ordered arrangement, and then can also be combined into two-layer, three layers or multistory frame. By inflating in vertical duct and horizontal pipeline, with vertical duct for buoyant body, install the flat board of sea water resistance above additional, form marine float platform. The water floating body of various structures form can be combined into according to designing requirement at the water surface. Against existing technologies, the present invention constructs rationally, assembles and maintenance simplicity, saves labor, and system stability is reliable, and safety is high, and resisting sea water erosion has and is automatically adjusted rising sedimentation function. It it is a kind of desirable pipe support buoyancy aid waterborne.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention will be further described.
Fig. 1 is that the present invention forms structural representation.
Fig. 2 is side schematic view of the present invention.
Fig. 3 is the schematic top plan view of present invention local.
Fig. 4 is the STRUCTURE DECOMPOSITION schematic diagram of Tube jointer in the present invention.
Fig. 5 is Tube jointer yoke configurations schematic diagram of the present invention.
Fig. 6 is Tube jointer of the present invention local connection diagram.
Number in the figure is: 1. Tube jointer, 2. vertical duct, 3. horizontal pipeline, 4. flat board; 11. clip, 12. ring flanges, 13. snap rings, 14. lag bolts, 15. stay bolts; 111. draw-in groove, 112. transverse tube grafting sets, 113. pipeline holes.
Detailed description of the invention
It can be seen that a kind of pipe support buoyancy aid waterborne of the present invention from Fig. 1, Fig. 2, Fig. 3, it includes some vertically disposed vertical ducts 2 and horizontally disposed horizontal pipeline 3 and connects the Tube jointer 1 etc. of vertical duct and horizontal pipeline. Described each vertical duct 2 upper end closed, lower end is uncovered, at least installs a Tube jointer 1 from top to bottom. Generally, described each vertical duct 2 is provided with two to dozens of Tube jointer 1, so can ensure that the vertical stable setting in water of each vertical duct. Each vertical duct 2 is arranged on a Tube jointer 1, is suitable on calm water surface.
The described layered and parallel setting of horizontal pipeline 3, runs through in the transverse tube grafting set of the Tube jointer 1 being fixed on ordered arrangement. Horizontal pipeline has connection and fixes, provides the effect such as part buoyancy and damping. Misplaced during installation link. The elastic principle giving full play to horizontal pipeline keeps stablizing of buoyancy aid to clear up impacting of wave, simultaneously also dependent on needing to assist the size adjusting buoyancy, it is possible to inflation or aerofluxus.
From Fig. 4, Fig. 5 it can be seen that described Tube jointer 1 includes two symmetrically arranged clips 11. Described clip 11 is injection molded through embossing by highstrenghtpiston or the nonmetallic materials such as composite reinforced plastics or fibre reinforced plastics. There is intensity height, good toughness, corrosion-resistant, ageing-resistant feature. Being provided with draw-in groove 111 inside semi-circular scrobicular ring in the middle of described clip 1, the connecting plate of clip 1 both wings is provided with transverse tube grafting set 112 and some bolts hole. Being provided with snap ring 13 in described transverse tube grafting set 112, outside is provided with ring flange 12.
When the present invention assembles, two symmetrical clips 11 encircle vertical duct 2, are fixedly connected by lag bolt 14 and nut. Then by horizontal pipeline 3 through ring flange 12, transverse tube grafting set 112 and snap ring 13, it is fixedly connected by stay bolt 15 and nut. As shown in Fig. 4, Fig. 6.
Further, the draw-in groove 111 inside the described semi-circular scrobicular ring of clip 11 coordinates location with the rubber ring being cased with on vertical duct 2. This rubber ring is to be enclosed within advance on vertical duct 2. By tightening lag bolt 14, two clips 41 fasten clamping rubber ring therein, and then hold fixing vertical duct therein tightly. Fastening rubber ring at clip 41 by draw-in groove card, rubber ring has elasticity, has shock-absorbing function, can cushion the impact of stormy waves.
Further, described horizontal pipeline 3, through ring flange 12, transverse tube grafting set 112 and snap ring 13, is fixedly connected by stay bolt 15 and nut. Described snap ring 13 is the rubber neck processed by elastomeric material. It is tapered that 112 medial surface bands are overlapped in described transverse tube grafting, in bell mouth shape; Corresponding snap ring 13 is also with tapered. Tightening stay bolt 15, ring flange 12 compresses snap ring 13, and snap ring 3 overlaps 112 contract in transverse tube grafting and holds horizontal pipeline 3 tightly.
Further, to overlap 112 central axis vertical with semi-circular scrobicular ring axis antarafacial in described clip 11 upper lateral tube grafting. As such, it is possible to carry out multiple, connect at many levels.
Further, the connecting plate of described clip 11 both wings is additionally provided with pipeline hole 113. For installing cable and vent line, it is inflated vertical duct 2 and horizontal pipeline 3 controlling to facilitate.
Further, described vertical duct 2 is connected to the breather with air valve. Being connected to breather on described horizontal pipeline 3, two ends are provided with plugging valve. Described vertical duct 2 and horizontal pipeline 3 are also injection molded through embossing by highstrenghtpiston or the nonmetallic materials such as composite reinforced plastics or fibre reinforced plastics. The bore of the vertical duct fastened can from 10cm to 200cm, and its upper end closed, lower end is uncovered. The bore of horizontal pipeline can from 3cm to 100cm, and two ends are provided with plugging valve, can close as required, it is also possible to by Valve controlling opening. So, can being inflated as required in vertical duct 2 and horizontal pipeline 3, particularly vertical duct 2 is vertically arranged in sea water, and its interior gas can produce the buoyancy of dynamically change with the lifting of wave, it is possible to the impact of buffering stormy waves, also has shock-absorbing function.
Further, described part or all of vertical duct is installed above flat board 4.Forming area marine float platform, the big I of platform is arranged as required to.
Orderly to horizontal pipeline and vertical duct is fixed up by the present invention by Tube jointer, with vertical duct for buoyant body. Between framework, plus fishing net, it reforms into cultivation buoyancy aid. Framework is laid Plane Installation flat board 4 and has reformed into offshore platform, lie fallow for people, fish, entertain. The spacing of Tube jointer is more little, and the more many intensity of the number of plies is more high. Owing to vertical duct is for sealing shape, so buoyancy will be produced in water, go into water floating body, firm firm. Vertical duct upper end closed, lower end is uncovered, and time vertical duct is buckled in water, the inside will produce compression air, and when opening air vent, the air inside vertical duct will be discharged, and vertical duct will sink, and inflating vertical duct will rise to the inside. The arrangement that substantial amounts of vertical duct is orderly, control aerofluxus or inflation number, just can control the lifting of vertical duct. Whole marine float leaves the height of the water surface and buoyancy aid is controlled at the height of the water surface, reaches desirable requirement. Air inside vertical duct is closed compression by the pipeline opening water inlet opened wide, say, that the top inside vertical duct is compression air, and bottom is water. Air in vertical duct makes the pressure of inside vary at any time due to heavy burden or waving of wave. Owing to the atmospheric pressure in vertical duct can have time delay compression process than outside stress, can slow down and produce opposite force, this creates the terminal damping and stable function and air force damping. Vertical duct bottom is unlimited, and the aeroseal of the inside is lived by water that the inside is entered on the one hand. Produce malleation or negative pressure on the other hand as well as the atmospheric pressure transient change in vertical duct, during negative pressure, the water inside vertical duct will produce gravity oppositely downward, pull downwards buoyancy aid as hawser. The interaction circulating air and water all so alternately of all of vertical duct reaches the steady purpose of damping. Inventive pipeline vertically arranges under water, it is have very big space each other, little many with other box buoyancy aids of the resistance ratios of wave contact surface, and wave can also directly pass through from the space of vertical duct, thus the impulsive force decreasing wave strengthens the anti-swing function of buoyancy aid. This is that other box buoyancy aid institute is out of the question.
Large marine platform can be used in respectively according to purposes when the present invention installs; Deep-sea breeding framework; Deep-sea culture net cage; Mariculture net cage; Sea angling leisure platform; Marine man-made island; Marine mobile goods yard; Freighter shipping dock; Yacht-club's harbour; The offshore platform of power mobile can be joined; Liftable offshore platform etc. Height according to the fine or not engine request intensity of sea situation, carries out the density matching of plug connector simultaneously, and the density likening of strong winds and high waves its plug connector of marine site wants big, it is possible to mixing uses, and mutually strengthens. Otherwise then density can be a little bit smaller to reduce engineering material cost.
The equipped power of the present invention can from boat and migration. Equipped air inlet system and exhaust system just have bulk settling and rising function. Can controlling switch according to weather conditions by intake and exhaust and adjust air inlet or aerofluxus, metaphor has during billow can be inflated, make whole buoyancy aid raise, allow the pipeline on upper strata and connector try one's best and to leave the water surface. Special circumstances metaphor deep-sea breeding, other engineering etc., can also all can directly be deposited under water by the air in discharge line when running into big wave, it is necessary to inflate in pipeline again during floating and just can reset into original state.
The present invention constructs rationally, assembles and maintenance simplicity, saves labor, and system stability is reliable, and safety is high, and resisting sea water erosion has and is automatically adjusted rising sedimentation function. It it is a kind of desirable pipe support buoyancy aid waterborne.
Claims (8)
1. a pipe support buoyancy aid waterborne, it includes some vertically disposed vertical ducts and horizontally disposed horizontal pipeline and connects the Tube jointer of vertical duct and horizontal pipeline, it is characterized in that: described each vertical duct upper end closed, lower end is uncovered, at least installs a Tube jointer from top to bottom; The layered and parallel setting of described horizontal pipeline, runs through in the transverse tube grafting set being fixed on Tube jointer; Described each Tube jointer includes two symmetrically arranged clips, it is provided with draw-in groove inside semi-circular scrobicular ring in the middle of described clip, the connecting plate of clip both wings is provided with transverse tube grafting set and some bolts hole, is provided with snap ring in described transverse tube grafting set, and outside is provided with ring flange; Two symmetrical clips encircle vertical duct, are connected fixing by lag bolt; Horizontal pipeline, through ring flange, transverse tube grafting set and snap ring, connects fixing by stay bolt.
2. pipe support buoyancy aid waterborne according to claim 1, it is characterised in that: described vertical duct is connected to the breather with air valve.
3. pipe support buoyancy aid waterborne according to claim 1, it is characterised in that: being connected to breather on described horizontal pipeline, two ends are provided with plugging valve.
4. pipe support buoyancy aid waterborne according to claim 1, it is characterised in that: described part or all of vertical duct is installed above flat board.
5. pipe support buoyancy aid waterborne according to claim 1, it is characterised in that: the draw-in groove inside the semi-circular scrobicular ring of described clip coordinates location with the rubber ring being cased with on vertical duct, and by tightening lag bolt, card fastens vertical duct.
6. pipe support buoyancy aid waterborne according to claim 1, it is characterized in that: described transverse tube grafting set medial surface band is tapered, and corresponding snap ring is also with tapered, tightens stay bolt, ring flange compresses snap ring, and snap ring overlaps contract clamping horizontal pipeline in transverse tube grafting.
7. pipe support buoyancy aid waterborne according to claim 1, it is characterised in that: described clip upper lateral tube grafting set central axis is vertical with semi-circular scrobicular ring axis antarafacial.
8. pipe support buoyancy aid waterborne according to claim 1, it is characterised in that: the connecting plate of described clip both wings is additionally provided with pipeline hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610238301.7A CN105644728B (en) | 2016-04-18 | 2016-04-18 | A kind of pipe support floating body waterborne |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610238301.7A CN105644728B (en) | 2016-04-18 | 2016-04-18 | A kind of pipe support floating body waterborne |
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CN105644728A true CN105644728A (en) | 2016-06-08 |
CN105644728B CN105644728B (en) | 2017-10-31 |
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CN201610238301.7A Active CN105644728B (en) | 2016-04-18 | 2016-04-18 | A kind of pipe support floating body waterborne |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106080996A (en) * | 2016-07-14 | 2016-11-09 | 蔡修坤 | In-water foundation carrier module and processing technology thereof |
CN108797514A (en) * | 2018-07-14 | 2018-11-13 | 威海蓝博海洋装备有限公司 | A kind of flat wave attenuating device of pipe support |
CN112644653A (en) * | 2020-12-30 | 2021-04-13 | 山东海洋盛景渔业科技有限公司 | Deep open sea semi-submersible lifting HDPE multilayer platform |
Citations (5)
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JP2002276859A (en) * | 2001-03-15 | 2002-09-25 | Sekisui Chem Co Ltd | Piping support and piping support structure |
US20020149123A1 (en) * | 2000-06-23 | 2002-10-17 | Volker Edel | Apparatus for the detachable securement of aeration devices in water aerating units |
CN201132590Y (en) * | 2007-10-26 | 2008-10-15 | 黄锐明 | Base for building floating house on water |
JP2012047212A (en) * | 2010-08-25 | 2012-03-08 | Yoshino Kosakusho:Kk | Thin wall metal joint |
CN205469698U (en) * | 2016-04-18 | 2016-08-17 | 丛晓峰 | Pipe support body on water |
-
2016
- 2016-04-18 CN CN201610238301.7A patent/CN105644728B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20020149123A1 (en) * | 2000-06-23 | 2002-10-17 | Volker Edel | Apparatus for the detachable securement of aeration devices in water aerating units |
JP2002276859A (en) * | 2001-03-15 | 2002-09-25 | Sekisui Chem Co Ltd | Piping support and piping support structure |
CN201132590Y (en) * | 2007-10-26 | 2008-10-15 | 黄锐明 | Base for building floating house on water |
JP2012047212A (en) * | 2010-08-25 | 2012-03-08 | Yoshino Kosakusho:Kk | Thin wall metal joint |
CN205469698U (en) * | 2016-04-18 | 2016-08-17 | 丛晓峰 | Pipe support body on water |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106080996A (en) * | 2016-07-14 | 2016-11-09 | 蔡修坤 | In-water foundation carrier module and processing technology thereof |
CN106080996B (en) * | 2016-07-14 | 2018-05-04 | 蔡修坤 | In-water foundation carrier module and its manufacture craft |
CN108797514A (en) * | 2018-07-14 | 2018-11-13 | 威海蓝博海洋装备有限公司 | A kind of flat wave attenuating device of pipe support |
CN112644653A (en) * | 2020-12-30 | 2021-04-13 | 山东海洋盛景渔业科技有限公司 | Deep open sea semi-submersible lifting HDPE multilayer platform |
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Effective date of registration: 20170920 Address after: 264300, Shandong, Rongcheng, Weihai, No. 288 East Sea Road Applicant after: Weihai LANBO Marine Equipment Co.,Ltd. Address before: 264400, room 6, building 710, central Longwan District, meter mountain road, Wendeng District, Shandong, Weihai Applicant before: Cong Xiao Feng |
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