CN221091181U - Movable and bottomable marine floating building - Google Patents
Movable and bottomable marine floating building Download PDFInfo
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- CN221091181U CN221091181U CN202323129622.8U CN202323129622U CN221091181U CN 221091181 U CN221091181 U CN 221091181U CN 202323129622 U CN202323129622 U CN 202323129622U CN 221091181 U CN221091181 U CN 221091181U
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- 238000007667 floating Methods 0.000 title claims abstract description 37
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 119
- 238000005086 pumping Methods 0.000 claims abstract description 8
- 238000005192 partition Methods 0.000 claims description 10
- 239000013505 freshwater Substances 0.000 claims description 7
- 238000010248 power generation Methods 0.000 claims description 7
- 239000004567 concrete Substances 0.000 claims description 5
- 229920005372 Plexiglas® Polymers 0.000 claims description 4
- 230000000903 blocking effect Effects 0.000 claims description 4
- 238000007599 discharging Methods 0.000 claims description 3
- 239000004926 polymethyl methacrylate Substances 0.000 claims description 3
- 238000011084 recovery Methods 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 claims description 2
- 239000002699 waste material Substances 0.000 claims 2
- VVQNEPGJFQJSBK-UHFFFAOYSA-N Methyl methacrylate Chemical compound COC(=O)C(C)=C VVQNEPGJFQJSBK-UHFFFAOYSA-N 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 230000002093 peripheral effect Effects 0.000 abstract 1
- 239000011521 glass Substances 0.000 description 7
- 230000001681 protective effect Effects 0.000 description 5
- 230000007306 turnover Effects 0.000 description 5
- 238000011161 development Methods 0.000 description 3
- 238000011835 investigation Methods 0.000 description 3
- 230000007123 defense Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000005286 illumination Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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Abstract
The utility model relates to the field of offshore construction, in particular to a movable and bottomable offshore floating building; comprising the following steps: the box body foundation structure is a multi-layer structure, each layer is provided with a plurality of grids, and mooring posts, anchors and anchor chain components are arranged on the box body foundation structure; the top cover is positioned at the top of the box body foundation structure; the upper building structure is arranged above the top cover; the outer peripheral side grid bins positioned at the bottom layer of the box body foundation structure are ballast water bins, the ballast water bins are symmetrically arranged, water enters the ballast water bins, and the water flows between the ballast water bins to enable the water levels of the ballast water bins to be the same, so that a building structure which is stably seated on the sea bottom is formed, and the water can float on the sea after pumping; the floating type offshore building can freely float in a certain range through the anchor, and can realize long-distance transportation in modes of towing by a towing boat, semi-submerged barge floating and the like, so that the movable, bottomable and floatable offshore building is formed.
Description
Technical Field
The utility model relates to the field of offshore construction, in particular to a movable and bottomable offshore floating building.
Background
The method reduces the occupation and damage of ocean resources while carrying out ocean activities in the aspects of military, fishery, scientific investigation, travel industry and the like, and is the development direction of the future hydraulic industry.
The surrounding environment of China is complex, the environment is intersected with the ocean of each country, the fixed islands are used for developing ocean resources, ships are mainly used for moving, but the ship structure is unstable, the wind and wave resistance effect is poor, and the fixed islands cannot be fixed at one place for long time for operation; there is a need to develop a marine floating structure that can be rapidly formed in the sea for short-term work and life.
Disclosure of utility model
Aiming at the defects in the prior art, the utility model provides the offshore floating building which can sit from the bottom to the seabed and float on the sea, has movable building, turnover and zero pollution.
The present utility model provides a mobile, bottomable marine floating building comprising:
The box body foundation structure is positioned below and is of a multi-layer structure, each layer is provided with a plurality of grids, and mooring posts, anchors and anchor chain components are arranged on the box body foundation structure;
the top cover is positioned at the top of the box body foundation structure;
The upper building structure is arranged above the top cover;
Wherein,
The grid bins positioned at the outer periphery of the bottom layer of the box body foundation structure are ballast water bins which are symmetrically arranged, the outer wall of each ballast water bin is provided with a water inlet, the inner side of each water inlet is connected with a water inlet pipe, and the outer side of each water inlet is provided with a water inlet flange; the bottoms of the partition walls of two adjacent ballast water tanks are provided with first through holes, and the tops of the partition walls are provided with second through holes;
The ballast water tanks are communicated through the first through holes, so that the water levels of the ballast water tanks are the same.
In the technical scheme, the bottom layer of the box body foundation structure is used as a ballast water bin, water enters the ballast water bin through a water inlet and a water inlet pipe, and flows between the ballast water bins to enable the water levels of the ballast water bins to be the same, so that a building structure which is stably seated on the sea bottom is formed, and the water can float on the sea after water pumping; the floating type offshore building can freely float in a certain range through the anchor, and can realize long-distance transportation in modes of towing by a towing boat, semi-submerged barge floating and the like, so that the movable, bottomable and floatable offshore building is formed.
In some embodiments of the present application, the top cover is of a concrete structure, and a vertical exhaust hole is provided on the top cover, and the vertical exhaust hole makes the pressure intensity between the ballast water tanks identical to the external air pressure, so that the circulation of the ballast water between the ballast water tanks is facilitated;
The vertical exhaust holes can also be used as water pumping holes for discharging water in each ballast water bin so that the offshore floating building floats on the sea surface.
In some embodiments of the application, the internal compartment may be configured as an oil storage compartment, a fresh water and supplies compartment, a power generation and equipment room, a garbage collection compartment, an underwater landscape compartment to meet different needs of life and work, while having the characteristics of turnover and zero pollution.
In some embodiments of the present application, the oil storage bin, the fresh water and supplies bin, the power generation and equipment room, the garbage collection bin, and the lower landscape chamber are all provided with vertical doors corresponding to the corresponding positions on the top cover, and personnel can enter the cabin below to shelter from the inside through the vertical doors if extreme weather such as typhoons occurs.
In some embodiments of the present application, the vertical cavity door and the vertical vent hole are both sealed, and the vertical cavity door and the vertical vent hole can be sealed when a hazard occurs.
In some embodiments of the application, the underwater building is positioned at the upper part of the box body foundation structure and below the top cover, the underwater building is the compartment positioned at the edge position, and the exterior wall of the underwater building uses the organic glass curtain wall to increase the ornamental value.
In some embodiments of the application, the box foundation structure is a self-waterproof reinforced concrete structure.
In some embodiments of the application, a solar panel is disposed on top of the superstructure, and the sidewalls of the superstructure are made of plexiglas.
In some embodiments of the present application, a protective structure is disposed around the superstructure for blocking sea wave impact, and the height of the protective structure is not less than 1.5m.
In some embodiments of the application, the top cover upper surface and the exposed ground of the upper building structure are provided with a transverse and longitudinal slope drainage and anti-skid structure.
Based on the technical scheme, the bottom layer of the box body foundation structure is used as a ballast water bin, water enters the ballast water bin through the water inlet and the water inlet pipe, and flows between the ballast water bins to enable the water levels of the ballast water bins to be the same, so that a building structure which is stably seated on the sea bottom is formed, and the water can float on the sea after pumping water; the floating type offshore building can freely float in a certain range through the anchor, and can realize long-distance transportation in modes of towing by a towing boat, semi-submerged barge floating transportation and the like, so that the movable, bottomable, floatable, turnover and zero-pollution offshore building is formed;
the design scheme of the novel offshore floating building structure is created, the technical innovation with wide prospect is completed, and the novel offshore floating building structure can be widely applied to the fields of offshore, open sea and open sea travel industry, ocean development and construction, scientific investigation, military national defense and the like.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model and do not constitute a limitation on the utility model. In the drawings:
FIG. 1 is a front view of an offshore floating structure according to an embodiment of the present utility model;
FIG. 2 is a top view of an offshore floating structure according to an embodiment of the present utility model;
FIG. 3 is a cross-sectional view A-A of FIG. 1;
FIG. 4 is a cross-sectional view B-B of FIG. 1;
FIG. 5 is a cross-sectional view of C-C of FIG. 3;
FIG. 6 is a D-D sectional view of FIG. 3;
Fig. 7 is a sectional view of E-E of fig. 3.
In the figure:
10. A box base structure; 11. mooring posts; 12. anchorage and anchor chain components; 121. a water inlet pipe; 122. a water inlet flange; 13. partition walls; 131. a first through hole; 132. a second through hole; 14. an oil storage bin; 15. fresh water and supplies bin; 16. power generation and equipment room; 17. a garbage recycling bin; 18. an underwater landscape chamber; 19. an underwater building; 191. organic glass curtain wall; 20. a top cover; 21. a vertical exhaust hole; 30. an upper building structure; 31. a solar cell panel; 32. organic glass; 33. a protective structure.
Detailed Description
The technical solutions in the embodiments will be clearly and completely described below with reference to the drawings in the embodiments of the present utility model. It will be apparent that the described embodiments are only some, but not all, embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the description of the present utility model, it should be understood that the terms "center", "lateral", "longitudinal", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
The terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first", "a second", or a third "may explicitly or implicitly include one or more such feature.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
The embodiment provides a mobile, bottomable marine floating building comprising:
The box body foundation structure 10 is positioned below and is of a multi-layer structure, each layer is provided with a plurality of grids, four vertex angles of the box body foundation structure 10 are provided with mooring posts 11, towing rings are towed on the mooring posts 11, and the box body foundation structure 10 is also provided with anchors and anchor chain components 12;
A top cover 20 positioned on top of the case base structure 10;
An upper building structure 30 disposed above the top cover 20;
Wherein, the grid bins positioned at the bottom layer of the box body foundation structure 10 are ballast water bins 12, the ballast water bins 12 are symmetrically arranged, the stress balance of the building is ensured, the outer wall of the ballast water bins 12 is provided with water inlets (not shown in the figure), the inner sides of the water inlets are connected with water inlet pipes 121, the outer sides of the water inlets are provided with water inlet flanges 122, the bottoms of partition walls 13 of two adjacent ballast water bins 12 are provided with first through holes 131, and the tops of the partition walls 13 are provided with second through holes 132; water enters each ballast water bin 12 through the first horizontal connecting holes 131, and the ballast water bins 12 are communicated with each other, so that the water levels of the ballast water bins 12 are the same, the stress balance of the whole building is maintained, and unbalanced load and inclination do not occur.
The box base structure 10 of this embodiment is 20.0m long, 20.0m wide and 16.0m high; 20 ballast water bins 12 are used for guaranteeing the balanced stress of the box body foundation structure 10, the thickness of an outer wall of the box body foundation structure is 50cm, the thickness of an inner partition wall 13 is 30cm, the box body foundation structure 10 is prefabricated on the land in the construction period, the box body side wall construction is carried out layer by layer according to the construction sequence from bottom to top, the box body foundation structure 10 is all made of C50F350 high-performance waterproof concrete, and water stops and grouting pipes are all subjected to waterproof treatment at horizontal construction joint positions, so that no leakage is guaranteed; two water inlet pipes 121 with the diameter of 100mm are symmetrically embedded at the bottoms of two oppositely arranged outer walls, as shown in fig. 3-4; a water pipe with the diameter of 100mm is buried in a first horizontal connecting hole 131 at the bottom of the partition wall 13, and each ballast water bin 12 is kept at the same water level; the second through hole 132 on the top of the partition wall 13 is buried with a pipeline, so that each ballast water tank 12 can be communicated when water is fed, the pressure is kept consistent, and the gas is discharged, thereby being beneficial to sinking of the tank body foundation structure.
The box foundation structure is provided with an anchorage and a chain component 12, so that the box foundation structure can be transported to a preset position in water, can be directly seated on the seabed through the ballast water bin 12, can float to the sea surface through pumping water, and can safely float in a certain free range by lowering the chain.
In the technical scheme, the bottom layer of the box body foundation structure 10 is taken as the ballast water bins 12, water enters the ballast water bins 12 through the water inlet and the water inlet pipe 121, and flows between the ballast water bins 12 to enable the water levels of the ballast water bins 12 to be the same, so that a building structure which is stably seated on the sea bottom is formed, and the water can float on the sea after being pumped; the floating type offshore building can freely float in a certain range through the anchor, and can realize long-distance transportation in modes of towing by a towing boat, semi-submerged barge floating and the like, so that the movable, bottomable and floatable offshore building is formed.
The top cover 20 is of a concrete structure, the top cover 20 is provided with a vertical exhaust hole 21, and when water enters, the vertical exhaust hole 21 ensures that gas in each ballast water tank 12 can be exhausted through the vertical exhaust hole, so that the pressure of each ballast water tank 12 is the same as the external air pressure, the circulation of ballast water among the ballast water tanks is facilitated, and the sinking of a box body foundation structure is facilitated;
Meanwhile, the vertical exhaust hole 21 of the present embodiment may also be used as a pumping hole for discharging water in each ballast water tank 12 so that the offshore floating structure floats on the sea surface. Specifically, the vertical portal and the vertical exhaust hole 21 are all of sealing structures, and when danger occurs, the vertical portal and the vertical exhaust hole 21 can be sealed.
As shown in fig. 3-4, the inner compartment can be configured as an oil storage compartment 14, a fresh water and supplies compartment 15, a power generation and equipment room 16, a garbage recovery compartment 17 and an underwater landscape compartment 18 to meet different demands of life and work, and has the characteristics of turnover and zero pollution; the oil storage bin 14, the fresh water and supplies bin 15, the power generation and equipment room 16, the garbage collection bin 17 and the underwater landscape room 18 are all provided with vertical doors (not shown in the figure) corresponding to the corresponding positions on the top cover 20, and if extreme weather such as typhoons occurs, personnel can enter the cabin below to shelter from the inside through the vertical doors.
Each functional compartment is evenly arranged inside the box body foundation structure 10, the size of the box body foundation structure 10 is determined according to the requirement, and the buoyancy provided by the box body foundation structure and the gravity of the building structure and auxiliary facilities are determined, so that the total buoyancy of the box body foundation structure 10 is larger than the total weight, and the upper building structure and the auxiliary facilities are evenly arranged, so that the box body structure is stressed evenly and does not have unbalanced load or incline.
As shown in fig. 1, the underwater building 19 is located on the upper portion of the box base structure 10 and below the top cover 20, the underwater building 19 is a compartment located at the edge position, and the organic glass curtain wall 191 is used as the outer wall of the underwater building 19, and the organic glass curtain wall 191 of the embodiment is 6m wide and 3m high, so that the underwater landscape can be viewed after the box is submerged under water.
The top of the upper building structure 30 is provided with a solar panel 31 for living illumination; the side wall of the superstructure 30 is made of plexiglas 32; the upper building structure 30 is provided with a protective structure 33 around for blocking sea wave impact, the height of the protective structure 33 is not less than 1.5m, and the upper surface of the top cover 20 and the exposed ground of the upper building structure 30 are provided with transverse and longitudinal slope drainage and anti-skid structures.
Before the construction of the top cover 20 is completed, an organic glass curtain wall 191 is installed on the outer wall of the underwater viewing room 7, when the top cover is constructed by concrete and reserved holes, 1 cover plate with the diameter of 200mm is installed, a water inlet flange 122 is installed, 200t system posts 11 are installed at four corners of the top cover 20, holes of each grid bin are installed, 0.6mX0.6mgrid vertical holes are reserved, after the land prefabrication is completed, the lower box foundation structure is launched, after the water is launched, an offshore building 30 is built on the upper part of the top cover, the side wall of the offshore building 30 is made of organic glass 32, a solar cell panel 31 is installed on the roof, 1 anchor chain 12 is installed, a wave blocking protection structure 33 is arranged on the periphery, and the height is 1.6m.
Based on the technical scheme, the bottom layer of the box body foundation structure is used as a ballast water bin, water enters the ballast water bin through the water inlet and the water inlet pipe, and flows between the ballast water bins to enable the water levels of the ballast water bins to be the same, so that a building structure which is stably seated on the sea bottom is formed, and the water can float on the sea after pumping water; the floating type offshore building can freely float in a certain range through the anchor, and can realize long-distance transportation in modes of towing by a towing boat, semi-submerged barge floating transportation and the like, so that the movable, bottomable, floatable, turnover and zero-pollution offshore building is formed;
the design scheme of the novel offshore floating building structure is created, the technical innovation with wide prospect is completed, and the novel offshore floating building structure can be widely applied to the fields of offshore, open sea and open sea travel industry, ocean development and construction, scientific investigation, military national defense and the like.
Finally, it should be noted that: in the present specification, each embodiment is described in a progressive manner, and each embodiment is mainly described in a different point from other embodiments, and identical and similar parts between the embodiments are all enough to refer to each other.
The above embodiments are only for illustrating the technical solution of the present utility model and not for limiting the same; while the utility model has been described in detail with reference to the preferred embodiments, those skilled in the art will appreciate that: modifications may be made to the specific embodiments of the present utility model or equivalents may be substituted for part of the technical features thereof; without departing from the spirit of the utility model, it is intended to cover the scope of the utility model as claimed.
Claims (10)
1. A mobile, bottomable marine floating building characterized by: comprising the following steps:
The box body foundation structure is positioned below and is of a multi-layer structure, each layer is provided with a plurality of grids, and mooring posts, anchors and anchor chain components are arranged on the box body foundation structure;
the top cover is positioned at the top of the box body foundation structure;
The upper building structure is arranged above the top cover;
Wherein,
The grid bins positioned at the outer periphery of the bottom layer of the box body foundation structure are ballast water bins which are symmetrically arranged, the outer wall of each ballast water bin is provided with a water inlet, the inner side of each water inlet is connected with a water inlet pipe, and the outer side of each water inlet is provided with a water inlet flange; the bottoms of the partition walls of two adjacent ballast water tanks are provided with first through holes, and the tops of the partition walls are provided with second through holes;
The ballast water tanks are communicated through the first through holes, so that the water levels of the ballast water tanks are the same.
2. The movable and bottomable marine floating building according to claim 1, wherein the top cover is of a concrete structure, and is provided with vertical exhaust holes which enable the pressure between the ballast water tanks to be the same as the external air pressure, and are beneficial to the circulation of ballast water between the ballast water tanks;
The vertical exhaust holes can also be used as water pumping holes for discharging water in each ballast water bin so that the offshore floating building floats on the sea surface.
3. The mobile, bottomable marine floating building of claim 1, wherein the compartment inside can be provided as an oil storage compartment, a fresh water and supplies compartment, a power generation and equipment compartment, a waste recovery compartment, an underwater landscape compartment.
4. A mobile, bottomable marine floating building according to claim 3, characterized in that the oil storage bin, the fresh water and supplies bin, the power generation and equipment room, the waste recovery bin, the lower landscape chamber are each provided with vertical doors corresponding to respective positions on the roof.
5. The portable, bottomable marine floating structure of claim 4, wherein the vertical cavity door and the vertical vent are sealed by a seal structure, wherein the vertical cavity door and the vertical vent are sealed when a hazard occurs.
6. The mobile, bottomable marine floating structure of claim 1, wherein an underwater building is located above the box base structure and below the top cover, the underwater building being the compartment located at an edge location, and an exterior wall of the underwater building using a plexiglass curtain wall.
7. The mobile, bottomable marine floating building of claim 1, wherein the tank base structure is a self-waterproof reinforced concrete structure.
8. The portable, bottomable, offshore floating structure of claim 1, wherein the top of the superstructure is provided with solar panels and the side walls of the superstructure are plexiglas.
9. The portable, bottomable marine floating structure of claim 8, wherein a guard structure is provided around the superstructure for blocking sea wave impact, the guard structure having a height of not less than 1.5m.
10. The portable, bottomable, offshore floating structure of claim 1, wherein the roof upper surface, the exposed ground of the superstructure are each provided with a lateral-longitudinal slope drainage and anti-skid structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323129622.8U CN221091181U (en) | 2023-11-20 | 2023-11-20 | Movable and bottomable marine floating building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323129622.8U CN221091181U (en) | 2023-11-20 | 2023-11-20 | Movable and bottomable marine floating building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221091181U true CN221091181U (en) | 2024-06-07 |
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ID=91316888
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323129622.8U Active CN221091181U (en) | 2023-11-20 | 2023-11-20 | Movable and bottomable marine floating building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221091181U (en) |
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2023
- 2023-11-20 CN CN202323129622.8U patent/CN221091181U/en active Active
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