CN101302765A - Suspending type seabed building and construction method thereof - Google Patents
Suspending type seabed building and construction method thereof Download PDFInfo
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- CN101302765A CN101302765A CNA2008101327180A CN200810132718A CN101302765A CN 101302765 A CN101302765 A CN 101302765A CN A2008101327180 A CNA2008101327180 A CN A2008101327180A CN 200810132718 A CN200810132718 A CN 200810132718A CN 101302765 A CN101302765 A CN 101302765A
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Abstract
The invention discloses a floating seabed building and a construction method thereof, pertaining to the technical field of buildings sunk in the sea. The invention comprises a seabed building and a seabed fixing pile, wherein, the seabed building is wholly enclosed for water resistance and connected with the seabed fixing pile by a grasp; the mass of the seabed building is less than that of seawater discharged by the building under the full load. The floating seabed building of the invention has simple construction and low cost and is mainly used for seabed hotels, restaurants, bases, sightseeing and entertainment, and marine life observatories, etc.
Description
Technical field
The invention belongs to the building technical field that is immersed in the saline waters, be specifically related to a kind of suspending type seabed building.Building of the present invention is mainly used in hotel, seabed, hotel, seabed, amusement and sightseeing place, seabed, base, seabed., marine organisms observation station etc.
Background technology
The seabed of prior art building principal mode is a seabed tunnel, its objective is: in order alleviating across the traffic pressure between straits, the bay, to be convenient to the contact of two sides personnel and goods, not hinder boats and ships shipping, influence ecological environment etc. not.Seabed tunnel is a kind of round-the-clock seabed passage as safe as a house, and predominant use is traffic.
The seabed tunnel engineering mainly contains two kinds of methods in the prior art: 1) a kind of method is that borehole builds up seabed tunnel in the rock stratum of distance seabed certain depth or soil layer, and this method is long in time limit, the difficulty of construction height, and the construction costs height, danger coefficient is big; For example: shield construction or employing full face tunnel boring machine 2) another kind of method is that the tubular structure spare that merogenesis is prefabricated is positioned in submarine surface or the shallow soil layer, does sealing and connects and the formation seabed tunnel.But it is bigger that this method is influenced by seabottom geology, usually need be in the slip casting of the seabed of construction place, to reinforce, to fill and lead up the seabed.
There is news report to claim all building hotel, seabed, hotel in Fiji, Qingdao.But all unexposed its architecture structure form and job practices.
By retrieval, do not find the document of other non-traffic purposes seafloor structures yet.
Summary of the invention
The invention provides a kind of Floating seafloor structure, it is driven piles by the seabed, prefabricated building is connected in has formed Floating seafloor structure on the spud pile then.Be mainly used in hotel, seabed, hotel, go sightseeing, base, marine organisms observation station etc.Another object of the present invention has provided the job practices of described seafloor structure.
The following technical scheme of the concrete employing of the present invention:
A kind of Floating seafloor structure is characterized in that, comprises seafloor structure and seabed spud pile, the whole airtight waterproof of seafloor structure, and the seabed spud pile is connected with grasp with seafloor structure; The quality of full load seafloor structure is less than the quality of seawater that building is arranged.
Described seafloor structure is prefabricated on land, is provided with rectilinear on building or the ramp type import and export.
Described seafloor structure is one deck or sandwich construction.
Described seafloor structure is shaped as regular shape or irregularly shaped.Described seafloor structure is shaped as a kind of or any combination in arch, square, taper, the ellipse.
Described seafloor structure has window, and the window material is the high-strength transparence material, and described high-strength transparence material is acrylic, tempering doubling glass or high strength glass curtain wall.
Described building is monomer or knockdown, does sealing with the hatch door of airtight waterproof between each member of combined type and connects.
The job practices of suspending type seabed building of the present invention is characterized in that, comprises the steps:
1) digs the pond that a size, the depth and building size are complementary on the seashore limit, be lower than the neap bit line at the bottom of the pond, do moistureproof cofferdam around in the pond, prefabricated building member in the pond, and carry out the airtight waterproof of whole building, the quality of full load seafloor structure is less than the quality of seawater that building is arranged;
2) the prefabricated spud pile in the predetermined maritime area, the spud pile bulk strength is poor greater than structural quality and building displacement;
3) in the time of low water cofferdam is turned down, building floats with flood tide, with tugboat building member is dragged to assigned address, and the owned building member is connected to an integral body at the water surface, inject seawater to whole building and make it slowly to sink to the precalculated position, building member is connected with grasp with spud pile;
4) seawater in the building member is extracted out, building is suspended state, and is fixed in the seawater;
5) enter and carry out decorations work in the seafloor structure.
Described building adopts the moulding of steel concrete monobloc cast.
Compared with prior art, beneficial effect of the present invention is:
1) the present invention does not need to handle ground, seabed, just builds spud pile according to landform and gets final product; In addition, job practices of the present invention is transported, that building is installed is simple, and compared with prior art cost reduces greatly;
2) job practices of the present invention is simple, can reduce difficulty of construction;
3) the present invention is mainly used in hotel, seabed, hotel, seabed, amusement and sightseeing place, seabed, base, seabed., marine organisms observation station etc.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Among the figure, 1 is seafloor structure, and 2 is the seabed spud pile, and 3 is ground, seabed, and 4 are the ramp type import and export, and 5 is rectilinear import and export, and 6 is seashore.
The specific embodiment
Embodiment
As shown in Figure 1, a kind of suspending type seabed building comprises seafloor structure 1 and seabed spud pile 2, and seafloor structure 1 is that the basilica of a plurality of arch windows constitutes whole airtight waterproof; Seabed spud pile 2 is connected with seafloor structure 1 usefulness grasp; The quality of full load seafloor structure is less than the quality of seawater that building is arranged.Seabed spud pile 2 is cast on the ground, seabed 3 of fluctuating, and what the intensity of seabed spud pile 2 should be greater than the quality of seafloor structure 1 and seafloor structure 1 displacement mass is poor; Seafloor structure 1 is provided with ramp type and imports and exports 4, and the one end connects seafloor structure 1, and the other end is arranged on the seashore 6, and the people can enter seafloor structure 1 from the inlet of seashore 6; Seafloor structure 1 also can be provided with rectilinear import and export 5, and the one end is connected with seafloor structure 1, and the other end floats on the sea level.
The job practices of suspending type seabed building of the present invention comprises the steps:
1) digs the pond that a size, the depth and building size are complementary on the seashore limit, be lower than the neap bit line at the bottom of the pond, the soil in pond is dug in employing, do moistureproof cofferdam around in the pond, the prefabricated building member of method that in the pond, adopts cement to build, and carry out the airtight waterproof of whole building, the quality of full load seafloor structure is less than the quality of seawater that building is arranged;
2) the prefabricated spud pile in the predetermined maritime area, the spud pile bulk strength is poor greater than structural quality and building displacement;
3) in the time of low water cofferdam is turned down, building floats with flood tide, with tugboat building member is dragged to assigned address, and the owned building member is connected to an integral body at the water surface, inject seawater to whole building and make it slowly to sink to assigned address, building member is connected with grasp with spud pile;
4) seawater in the building member is extracted out, at this moment, building suspends, and is fixed in the seawater;
5) enter and carry out decorations work in the seafloor structure.
Claims (9)
1. a suspending type seabed building is characterized in that, comprises seafloor structure and seabed spud pile, the whole airtight waterproof of seafloor structure, and the seabed spud pile is connected with grasp with seafloor structure; The quality of full load seafloor structure is less than the quality of seawater that building is arranged.
2. suspending type seabed building according to claim 1 is characterized in that, described seafloor structure is prefabricated on land, is provided with rectilinear on building or the ramp type import and export.
3. suspending type seabed building according to claim 1 is characterized in that, described seafloor structure is one deck or sandwich construction.
4. suspending type seabed building according to claim 1 is characterized in that described seafloor structure is shaped as regular shape or irregularly shaped.
5. suspending type seabed building according to claim 4 is characterized in that, described seafloor structure is shaped as a kind of or any combination in arch, square, taper, the ellipse.
6. suspending type seabed building according to claim 1 is characterized in that described seafloor structure has window, and the window material is the high-strength transparence material, and described high-strength transparence material is acrylic, tempering doubling glass or high strength glass curtain wall.
7. suspending type seabed building according to claim 1 is characterized in that, described building is monomer or knockdown, does sealing with the hatch door of airtight waterproof between each member of combined type and connects.
8. the job practices of the suspending type seabed building of claim 1 is characterized in that, comprises the steps:
1) digs the pond that a size, the depth and building size are complementary on the seashore limit, be lower than the neap bit line at the bottom of the pond, do moistureproof cofferdam around in the pond, prefabricated building member in the pond, and carry out the airtight waterproof of whole building, the quality of full load seafloor structure is less than the quality of seawater that building is arranged;
2) the prefabricated spud pile in the predetermined maritime area, the spud pile bulk strength is poor greater than structural quality and building displacement;
3) in the time of low water cofferdam is turned down, building floats with flood tide, with tugboat building member is dragged to assigned address, and the owned building member is connected to an integral body at the water surface, inject seawater to whole building and make it slowly to sink to assigned address, building member is connected with grasp with spud pile;
4) seawater in the building member is extracted out, building is suspended state, and is fixed in the seawater;
5) enter and carry out decorations work in the seafloor structure.
9. the construction techniques of Floating seafloor structure according to claim 8 is characterized in that, described building adopts the moulding of steel concrete monobloc cast.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008101327180A CN101302765A (en) | 2008-07-11 | 2008-07-11 | Suspending type seabed building and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008101327180A CN101302765A (en) | 2008-07-11 | 2008-07-11 | Suspending type seabed building and construction method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN101302765A true CN101302765A (en) | 2008-11-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNA2008101327180A Pending CN101302765A (en) | 2008-07-11 | 2008-07-11 | Suspending type seabed building and construction method thereof |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251685A (en) * | 2010-05-19 | 2011-11-23 | 鲁国庆 | Underwater dwelling structure |
| CN102535385A (en) * | 2010-12-30 | 2012-07-04 | 刘陈英 | Experimental device and energy producing device based on construction of underwater building as well as operation method of experimental device and energy producing device |
| CN106542228A (en) * | 2016-12-19 | 2017-03-29 | 桂林理工大学 | A kind of offshore movable container landscape relaxation device based on flux and reflux |
| CN107653861A (en) * | 2017-10-30 | 2018-02-02 | 西京学院 | A kind of multi-functional hollow man-made island tower for being used to support connection seabed vacuum pipe |
| CN111395803A (en) * | 2020-03-31 | 2020-07-10 | 潍坊新力蒙水产技术有限公司 | Deep water layer space room |
| CN111424717A (en) * | 2020-03-31 | 2020-07-17 | 中交第三航务工程局有限公司 | Artificial island pipe joint self-supply system for relay extension of suspended tunnel |
| CN113895576A (en) * | 2019-07-06 | 2022-01-07 | 王建平 | Water floating type steel-concrete structure house building and structure engineering |
-
2008
- 2008-07-11 CN CNA2008101327180A patent/CN101302765A/en active Pending
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251685A (en) * | 2010-05-19 | 2011-11-23 | 鲁国庆 | Underwater dwelling structure |
| CN102251685B (en) * | 2010-05-19 | 2013-06-12 | 鲁国庆 | Underwater dwelling structure |
| CN102535385A (en) * | 2010-12-30 | 2012-07-04 | 刘陈英 | Experimental device and energy producing device based on construction of underwater building as well as operation method of experimental device and energy producing device |
| CN106542228A (en) * | 2016-12-19 | 2017-03-29 | 桂林理工大学 | A kind of offshore movable container landscape relaxation device based on flux and reflux |
| CN106542228B (en) * | 2016-12-19 | 2019-06-07 | 河北建工集团园林工程有限公司 | A kind of offshore movable container landscape relaxation device based on flux and reflux |
| CN107653861A (en) * | 2017-10-30 | 2018-02-02 | 西京学院 | A kind of multi-functional hollow man-made island tower for being used to support connection seabed vacuum pipe |
| CN113895576A (en) * | 2019-07-06 | 2022-01-07 | 王建平 | Water floating type steel-concrete structure house building and structure engineering |
| CN111395803A (en) * | 2020-03-31 | 2020-07-10 | 潍坊新力蒙水产技术有限公司 | Deep water layer space room |
| CN111424717A (en) * | 2020-03-31 | 2020-07-17 | 中交第三航务工程局有限公司 | Artificial island pipe joint self-supply system for relay extension of suspended tunnel |
| CN111424717B (en) * | 2020-03-31 | 2021-06-01 | 中交第三航务工程局有限公司 | Artificial island pipe joint self-supply system for relay extension of suspended tunnel |
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Open date: 20081112 |