CN202090262U - Bearing buoyancy tank for construction in mudflat and swamp areas - Google Patents
Bearing buoyancy tank for construction in mudflat and swamp areas Download PDFInfo
- Publication number
- CN202090262U CN202090262U CN2011201597825U CN201120159782U CN202090262U CN 202090262 U CN202090262 U CN 202090262U CN 2011201597825 U CN2011201597825 U CN 2011201597825U CN 201120159782 U CN201120159782 U CN 201120159782U CN 202090262 U CN202090262 U CN 202090262U
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- buoyancy tank
- casing
- construction
- beach
- bearing
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Abstract
The utility model discloses a bearing buoyancy tank for construction in mudflat and swamp areas. The bearing buoyancy tank provides a road surface paved by human labor or an operation field for various types of construction, especially for installment of wind turbines. The bearing buoyancy tank comprises tank body and an anchor pile. A floating hole is arranged on the tank body, and the anchor pile is inserted into the floating hole deep underground. The tank body can float upward and downward along with the anchor pile. A plurality of tank bodies are connected to form the construction road surface or the operation field. The load the buoyancy tank bears in the base state is roughly the same as the maximum load in the floating state. The buoyancy tank is located in the mudflat when water ebbs away and floats when the water rises. The buoyancy tank can move upward and downward along the anchor pile along with the water but never deviates from the original position. The bearing buoyancy tank provides a paving device of the construction road surface and field for various types of construction of the mudflat, the swamp and the like. The bearing buoyancy tank is strong in bearing capability and capable of totally changing construction methods of dry lands and finishing the installment of wind turbines of 3 MW.
Description
Technical field
The utility model relates to beach marshland construction carrying facility, particularly beach marshland construction carrying buoyancy tank when constructing in the beach marshland, is laid buoyancy tank as the construction road surface, be various constructions, especially the installation of wind-powered electricity generation unit provides manually the construction road surface or the operation place of the row of catching.
Background technology
For the bank beach or the construction of marshland, land, the laying on construction road surface is very important operation, and China's intertidal zone beach area is very wide, is fit to very much the exploitation wind-powered electricity generation, but because of construction difficult problem restriction exploitations such as the transportation of wind power equipment, liftings.Along with the large-scale development of wind-powered electricity generation, in the marine site of the depth of water, can utilize large-scale engineering ship greater than three meters, by special-purpose maritime works's harbour, load transportation onto ship, by crane barge or special-purpose wind-powered electricity generation ship is installed, finish marine wind-powered electricity generation and install.Marine wind-resources is superior more a lot of than land, and construction cost is also a lot of than land height, and the general separate unit unit of installing is all more than 3MW.Because the single-piece size of wind power equipment is bigger, and heavier, all at tens tons even ton up to a hundred, its transportation and lifting difficulty, the exploitation of land wind field is restricted, and the installed capacity of general separate unit unit is also just at 1.5MW-2.2MW, and the unit of separate unit 3MW is seldom installed.And if be coated with or the wind-powered electricity generation unit is installed in the marshland at the seashore point bar, its difficulty is bigger, and engineer equipment in the sea can not advance, and land engineer equipment advances not go.Beach, that the marshland does not have the road is feasible, and the difficult problem that vehicle, equipment can't directly enter site operation has restricted carrying out of various constructions.
Summary of the invention
The purpose of this utility model provides beach marshland construction carrying buoyancy tank, with becoming the construction road surface after the buoyancy tank connection laying, solve beach, that the marshland does not have the road is feasible, the difficult problem that vehicle, equipment can't directly enter site operation is for various constructions, the especially installation of wind-powered electricity generation unit provide manually the construction road surface or the operation place of the row of catching.
The present technique solution can reach above-mentioned purpose: beach marshland construction carrying buoyancy tank comprises casing and anchor pile, and casing is provided with unsteady hole, and anchor pile inserts in the hole of floating in depth down.Casing can fluctuate along with anchor pile, becomes construction road surface or place after the connection.
Compared with prior art the utlity model has following useful effect: the utility model provides the laying apparatus of construction road surface and place for the various constructions of beach, marshland, supporting capacity is strong, the form of construction work on land can be become fully, the installation of 3MW wind-powered electricity generation unit can be finished.The load and the carrying of the maximum under the floating state of bearing under the state of the present end of buoyancy tank are basic identical, the buoyancy tank seat is on mud bank when anhydrous, and buoyancy tank is floatability at the incoming tide, and each buoyancy tank two ends all is provided with anchor pile, buoyancy tank can move up and down along anchor pile under the effect of water, but does not depart from original position.Buoyancy tank designs and produces the specification unanimity, can splice arbitrarily, forms road or construction place.As with the utility model with by the sea, it is little to be specially adapted to tidal range, and the very mild bank of beach, resembles bank beach such as Bohai Sea Gulf, Laizhou Wan, has tangible economic benefit and social benefit.
Description of drawings
Fig. 1 is the front view of the utility model structural representation.
Fig. 2 be the cuboid casing arrange the application schematic diagram.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done further detailed description: referring to Fig. 1 and Fig. 2, beach marshland construction carrying buoyancy tank comprises casing 1 and anchor pile 4, casing 1 is provided with the hole 5 of floating, anchor pile 4 inserts in the hole 5 of floating, and it is in depth following below the insertion casing 1, make the casing 1 can not left and right displacement, but can fluctuate along anchor pile 4 along with tidewater.The unsteady hole 5 of casing 1 is located at the close end at casing 1 two ends, and the periphery of casing 1 is provided with hinge lug 2.Hinge lug 2 is provided with two ear bodies at least, and its ear body is provided with pin shaft hole.Be connected with bearing pin 3 by hinge lug 2 between casing 1 and the casing 1, the two ends of bearing pin 3 are locked by pin.Casing 1 is a square, the hinge lug 2 that is located at 1 two opposite side of the casing ear body that interlaces.Casing 1 can also be a cuboid, the hinge lug 2 that is located at 1 two opposite side of the casing ear body that interlaces.Casing 1 can longitudinal and transverse or crisscross connection, and arranging becomes road surface or place.Casing 1 shown in Figure 2 is a cuboid, has used crisscross mode of arranging, and its load-carrying properties are better, the road surface after laying is more smooth.Casing 1 uses steel plate to manufacture, and its steel plate thickness is provided with crossed reinforced muscle in length and breadth in the casing 1 between 5-8mm, enough supporting capacitys are provided.
Claims (8)
1. beach marshland construction carrying buoyancy tank is characterized in that comprising casing (1) and anchor pile (4), and casing (1) is provided with unsteady hole (5), and anchor pile (4) inserts in the hole (5) of floating.
2. construction carrying buoyancy tank in beach according to claim 1 marshland is characterized in that the unsteady hole (5) of described casing (1) is located at the close end at casing (1) two ends, and the periphery of casing (1) is provided with hinge lug (2).
3. construction carrying buoyancy tank in beach according to claim 1 marshland is characterized in that described hinge lug (2) is provided with two ear bodies at least, and its ear body is provided with pin shaft hole.
4. according to claim 1 or 2 or 3 described beach marshlands construction carrying buoyancy tank, it is characterized in that being connected with bearing pin (3) by hinge lug (2) between described casing (1) and the casing (1), the two ends of bearing pin (3) are locked by pin.
5. according to claim 1 or 2 or 3 described beach marshlands construction carrying buoyancy tank, it is characterized in that described casing (1) is a square, the hinge lug (2) that is located at (1) two opposite side of the casing ear body that interlaces.
6. according to claim 1 or 2 or 3 described beach marshlands construction carrying buoyancy tank, it is characterized in that described casing (1) is a cuboid, the hinge lug (2) that is located at (1) two opposite side of the casing ear body that interlaces.
7. according to claim 1 or 2 or 3 described beach marshlands construction carrying buoyancy tank, it is characterized in that described casing (1) can longitudinal and transverse or crisscross connection.
8. according to claim 1 or 2 or 3 described beach marshlands construction carrying buoyancy tank, the steel plate thickness that it is characterized in that described casing (1) is provided with crossed reinforced muscle in length and breadth in the casing (1) between 5-8mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201597825U CN202090262U (en) | 2011-05-09 | 2011-05-09 | Bearing buoyancy tank for construction in mudflat and swamp areas |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201597825U CN202090262U (en) | 2011-05-09 | 2011-05-09 | Bearing buoyancy tank for construction in mudflat and swamp areas |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202090262U true CN202090262U (en) | 2011-12-28 |
Family
ID=45365338
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201597825U Expired - Fee Related CN202090262U (en) | 2011-05-09 | 2011-05-09 | Bearing buoyancy tank for construction in mudflat and swamp areas |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202090262U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251668A (en) * | 2011-05-09 | 2011-11-23 | 山东中凯海洋工程有限公司 | Shoal swampy zone wind power construction method, bearing buoyancy tank and tower barrel fixing device |
| CN106498820A (en) * | 2016-11-01 | 2017-03-15 | 中国石油天然气集团公司 | Beach well site drilling well assistance platform |
| CN107345384A (en) * | 2016-05-07 | 2017-11-14 | 潘海峰 | A kind of multipurpose steel box beam plate |
| CN115341429A (en) * | 2022-08-05 | 2022-11-15 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Beach channel pavement device and operation method |
-
2011
- 2011-05-09 CN CN2011201597825U patent/CN202090262U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251668A (en) * | 2011-05-09 | 2011-11-23 | 山东中凯海洋工程有限公司 | Shoal swampy zone wind power construction method, bearing buoyancy tank and tower barrel fixing device |
| CN107345384A (en) * | 2016-05-07 | 2017-11-14 | 潘海峰 | A kind of multipurpose steel box beam plate |
| CN107345384B (en) * | 2016-05-07 | 2024-05-03 | 沈阳汇智云创科技有限公司 | Multipurpose steel box girder plate |
| CN106498820A (en) * | 2016-11-01 | 2017-03-15 | 中国石油天然气集团公司 | Beach well site drilling well assistance platform |
| CN115341429A (en) * | 2022-08-05 | 2022-11-15 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Beach channel pavement device and operation method |
| CN115341429B (en) * | 2022-08-05 | 2024-04-05 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Beach channel pavement device and operation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111228 Termination date: 20130509 |