CN111422324A - Construction method of water building - Google Patents
Construction method of water building Download PDFInfo
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- CN111422324A CN111422324A CN202010254467.4A CN202010254467A CN111422324A CN 111422324 A CN111422324 A CN 111422324A CN 202010254467 A CN202010254467 A CN 202010254467A CN 111422324 A CN111422324 A CN 111422324A
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- floor
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- water building
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- 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
-
- 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
- B63B2035/4426—Stationary floating buildings for human use, e.g. floating dwellings or floating restaurants
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a construction method of a water building, wherein the lower section part of the water building is designed into a buoyancy cabin, the density of the upper section part is smaller than that of the lower section part, the gravity center of the water building is always positioned at the lower section part, and the partial volume of the buoyancy cabin is sunk into water; the buoyancy cabin is provided with a bottom floor slab, an upper floor slab and a first wall body which is connected between the bottom floor slab and the upper floor slab in a sealing mode; the upper floor slab is a double-floor slab hollow interlayer and is used as a safe buoyancy cabin; the upper part of the upper floor slab is used as the upper section part of the above-water building; therefore, the density of the upper section part of the water building is smaller than that of the lower section part, after the partial volume of the buoyancy cabin sinks into water, the whole building never turns over like a hydrometer and a vertical float for fishing, and meanwhile, the arrangement of the buoyancy cabin and the safe buoyancy cabin is combined, so that the whole building is prevented from sinking after the buoyancy cabin leaks, enough time is obtained for maintenance, and the use safety of the water building is improved.
Description
Technical Field
The invention relates to the technical field of water buildings, in particular to a construction method of a water building.
Background
At present, home gardens and roads for people to live are built on land, so that a foundation needs to be laid at a high cost, and a large amount of resources such as land, water and the like are occupied. Every person belongs to the society, with the development of the society, a large number of cities appear, the cities are the world of reinforced concrete, the artificial deserts consume a large amount of resources such as agriculture, industry, water, electricity, fuel and the like, air conditioners and the like are used in a large amount, and the development of the cities in the whole world causes the land resources to be deficient and the soil to be in a large margin; the development of a large number of cities generates heat island effect, greenhouse effect, dry island effect, environment damage, river pollution and cutoff, atmosphere damage, climate abnormity, extreme weather, large amount of land desertification and ecological cycle deterioration and fracture.
In the prior art, some technical schemes of water buildings are also proposed, however, some of the water buildings need to be supported by a downward upright post as a foundation, the construction is troublesome, the buoyancy of water is not utilized, the buoyancy and impact of opposite water can cause negative effects on the water buildings, and serious people can easily destroy the water buildings; the other ship berths like a ship, is supported by the aid of buoyancy of water, is influenced by the buoyancy, is easy to deflect unstably, even overturns, has larger potential safety hazard, and has unsatisfactory practical significance and practical engineering application value.
Therefore, a new technical solution needs to be developed to solve the above problems.
Disclosure of Invention
In view of the above, the present invention is directed to the disadvantages of the prior art, and the main object of the present invention is to provide a method for constructing a water building, wherein the density of the upper section of the water building is lower than that of the lower section, so that after a part of the volume of a buoyancy tank is submerged in water, the whole building never falls down like a hydrometer and a vertical float for fishing, and meanwhile, the arrangement of the buoyancy tank and a safe buoyancy tank prevents the whole building from sinking after the buoyancy tank leaks, thereby gaining sufficient time for maintenance and improving the safety of the water building.
In order to achieve the purpose, the invention adopts the following technical scheme:
a method for building a water building, the lower section part of the water building is designed into a buoyancy cabin, the upper section part of the water building is designed into a light structure, the density of the upper section part is less than that of the lower section part, the gravity center of the water building is always positioned at the lower section part, and the partial volume of the buoyancy cabin is sunk into water;
the buoyancy cabin is provided with a bottom floor slab, an upper floor slab and a first wall body connected between the bottom floor slab and the upper floor slab in a sealing mode, and the bottom floor slab, the first wall body and the upper floor slab form a first cabin cavity in a surrounding mode;
the upper floor slab is a double-floor slab hollow interlayer and is provided with a first floor slab, a second floor slab and a second wall body connected between the first floor slab and the second floor slab in a sealing mode, and the first floor slab, the second wall body and the second floor slab form a second cabin cavity in a surrounding mode and serve as a safe buoyancy cabin;
and the upper part of the upper floor slab is used as the upper section part of the above-water building.
As a preferred solution, the method of constructing the underlying floor slab comprises: the construction method includes the steps of firstly sprinkling water on the construction part, then evenly sprinkling dry cement, naturally forming an anti-seepage wall plastering layer after the cement paste is hardened, then paving mortar with proper thickness, and pouring the reinforced concrete floor after the mortar is hardened.
As a preferred scheme, when the reinforced concrete floor is hardened to reach the standard, a first wall body is built according to the design requirement, all the first wall bodies are built with hollow sandwich walls, concrete is poured after the cement mortar of the hollow sandwich walls is hardened to reach the standard, and the building of the outer wall is completed after the concrete is hardened to reach the standard.
Preferably, the first chamber is filled with a flame-retardant foam.
As a preferred scheme, a reinforced concrete frame and a steam-added block brick are adopted above the upper floor slab to build a wall body.
As a preferred scheme, the first floor slab and the second floor slab are provided with a first upper port and a second lower port.
Preferably, the first chamber is used as a warehouse.
As a preferred scheme, a methane tank is built in the second cabin cavity.
As a preferred scheme, the anti-cracking wire mesh is arranged on each wall body firstly when the wall is built.
Preferably, the above-water building is connected with a cable for anchoring.
Compared with the prior art, the invention has obvious advantages and beneficial effects, and concretely, according to the technical scheme, the density of the upper section part of the water building is smaller than that of the lower section part, after the partial volume of the buoyancy cabin is sunk into water, the whole building never turns over like a hydrometer and a vertical float for fishing, and meanwhile, the arrangement of the buoyancy cabin and the safe buoyancy cabin is combined, so that the whole building is prevented from sinking after the buoyancy cabin leaks, sufficient time is strived for maintenance, and the use safety of the water building is improved;
the water building has great practical significance, is suitable for popularization and application, can float on water, saves water resources, irrigates deserts by redundant water resources, afforests the deserts, reduces the use of air conditioners, expands land resources, improves ecological cycle, enables life and production to be more harmonious, and enables social sustainability to develop.
To more clearly illustrate the structural features and effects of the present invention, the present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
Drawings
FIG. 1 is a diagram of the application of the water craft in an embodiment of the invention;
FIG. 2 is a perspective view of a water building according to an embodiment of the present invention;
FIG. 3 is a diagram of a process of hoisting a marine structure into water after it has been constructed on land in an embodiment of the present invention;
figure 4 is a partial cross-sectional view of a water craft in accordance with an embodiment of the present invention.
The attached drawings indicate the following:
First wall 13
And (3) water 20.
Detailed Description
Referring to fig. 1 to 4, specific structures of preferred embodiments of the present invention are shown.
A method for constructing a water building, wherein the lower part of the water building is designed into a buoyancy chamber 10, the upper part of the water building is designed into a light structure, the density of the upper part is less than that of the lower part (the density refers to the average density), the gravity center of the water building is always positioned at the lower part, and the buoyancy chamber 10 is partially sunk into water 20.
The buoyancy module 10 has a bottom floor 11, an upper floor 12 and a first wall 13 hermetically connected between the bottom floor 11 and the upper floor 12, wherein the bottom floor 11, the first wall 13 and the upper floor 12 form a first cavity 14.
The method of construction of the underlying floor 11: the construction method includes the steps of firstly sprinkling water on the construction part, then uniformly sprinkling dry cement, naturally forming an anti-leakage wall plastering layer after the cement paste is hardened, then paving mortar with proper thickness, and pouring the reinforced concrete floor after the mortar is hardened, for example, one day later. When the reinforced concrete floor is hardened to reach the standard, building the first wall body 13 according to the design requirement, building all the first wall bodies 13 with hollow sandwich walls, pouring concrete after the cement mortar of the hollow sandwich walls is hardened to reach the standard, and finishing the building of the outer wall after the poured concrete is hardened to reach the standard. The buoyancy chamber 10 is in direct contact with water and must prevent leakage, and reinforcing steel bars, water and electricity trough pipes and the like are arranged before the first wall 13 is built. Thus, the buoyancy chamber 10 made in this manner naturally solves the problem of leakage.
The upper floor 12 is a double-floor hollow sandwich layer, and has a first floor 121, a second floor 122 and a second wall 123 hermetically connected between the first floor 121 and the second floor 122, the first floor 121, the second wall 123 and the second floor 122 form a second cabin cavity 124 as a safe buoyancy cabin; the first cabin cavity 14 is filled with light objects such as flame-retardant foam; the upper floor 12 is a double-floor hollow interlayer, the water surface is generally at the height below the upper floor 12, and the double-floor hollow interlayer is used as a safe buoyancy cabin, so that the whole building can be prevented from sinking after the buoyancy cabin leaks, enough time is obtained for maintenance, and the use safety of the water building is improved;
the first floor 121 and the second floor 122 are provided with a first upper opening and a second lower opening. The first chamber 14 serves as a storage chamber. A methane tank is built in the second chamber 124. The upper part of the upper floor 12 is used as the upper section of the above-water building. Above the upper floor 12 a garden or house 15 can be built. The upper part of the upper floor slab 12 is built by adopting a reinforced concrete frame and steam-adding block bricks, so that the part above the buoyancy compartment of the whole building is light. When each wall body is built, the anti-cracking wire mesh is arranged at first, so that the wall body has the anti-cracking and anti-seepage functions naturally after the wall body is built. The above-water building is connected with a mooring rope of an anchor land, and the mooring rope of the anchor land can be made of more tough waste tires and the like.
The water building can be built on land and then hung in water 20, like a ship; or, the water surface building is built on land, the reservoir is built at the same time, and the reservoir is built and stored.
It should be noted that, the water area in which the water surface building of the present invention is placed is usually in the water source direction or the main water source direction, and in order to reduce the impact force of water flow, when the external shape of the water surface building is designed, the local shape of the water surface building can be designed into a bow shape or the like according to the water source direction, so that the water surface building is more stable and reliable.
In conclusion, the design of the invention is mainly characterized in that the density of the upper section part of the water building is smaller than that of the lower section part, after the partial volume of the buoyancy cabin sinks into water, the whole building never turns over like a hydrometer and a vertical float for fishing, and meanwhile, the arrangement of the buoyancy cabin and the safe buoyancy cabin is combined to prevent the whole building from sinking after the buoyancy cabin leaks, so that enough time is obtained for maintenance, and the use safety of the water building is improved;
the water building has great practical significance, is suitable for popularization and application, can float on water, saves water resources, irrigates deserts by redundant water resources, afforests the deserts, reduces the use of air conditioners, expands land resources, improves ecological cycle, enables life and production to be more harmonious, and enables social sustainability to develop.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the technical scope of the present invention, so that any minor modifications, equivalent changes and modifications made to the above embodiment according to the technical spirit of the present invention are within the technical scope of the present invention.
Claims (10)
1. A method for constructing a water building, comprising the steps of: the lower section part of the water building is designed into a buoyancy cabin (10), the upper section part of the water building is designed into a light structure, the density of the upper section part is smaller than that of the lower section part, the gravity center of the water building is always positioned at the lower section part, and the partial volume of the buoyancy cabin (10) sinks into water;
the buoyancy cabin (10) is provided with a bottom floor (11), an upper floor (12) and a first wall body (13) connected between the bottom floor (11) and the upper floor (12) in a sealing mode, and the bottom floor (11), the first wall body (13) and the upper floor (12) form a first cabin cavity (14) in a surrounding mode;
the upper floor (12) is a double-floor hollow sandwich layer and is provided with a first floor (121), a second floor (122) and a second wall (123) connected between the first floor (121) and the second floor (122) in a sealing mode, and a second cabin cavity (124) is formed by the first floor (121), the second wall (123) and the second floor (122) in a surrounding mode and serves as a safe buoyancy cabin;
and the upper part of the upper floor slab (12) is used as the upper section part of the above-water building.
2. A method of constructing a water building according to claim 1, wherein: -method of construction of the underlying floor (11): the construction method includes the steps of firstly sprinkling water on the construction part, then evenly sprinkling dry cement, naturally forming an anti-seepage wall plastering layer after the cement paste is hardened, then paving mortar with proper thickness, and pouring the reinforced concrete floor after the mortar is hardened.
3. A method of constructing a water building according to claim 2, wherein: when the reinforced concrete floor is hardened to reach the standard, a first wall body (13) is built according to the design requirement, all the first wall bodies (13) are built with hollow sandwich walls, concrete is poured after the cement mortar of the hollow sandwich walls is hardened to reach the standard, and the outer wall building is finished after the poured concrete is hardened to reach the standard.
4. A method of constructing a water building according to claim 1, wherein: the first chamber (14) is filled with flame-retardant foam.
5. A method of constructing a water building according to claim 1, wherein: and a reinforced concrete frame and vapor-adding block bricks are adopted to build a wall body above the upper floor slab (12).
6. A method of constructing a water building according to claim 1, wherein: the first floor (121) and the second floor (122) are provided with a first upper opening and a second lower opening.
7. A method of constructing a water building according to claim 6 wherein: the first chamber (14) serves as a warehouse.
8. A method of constructing a water building according to claim 6 wherein: a methane tank is built in the second cabin cavity (124).
9. A method of constructing a water building according to claim 1, wherein: when each wall body is built, an anti-cracking wire mesh is arranged in advance.
10. A method of constructing a water building according to claim 1, wherein: the above-water building is connected with a mooring rope of an anchorage ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010254467.4A CN111422324A (en) | 2020-04-02 | 2020-04-02 | Construction method of water building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010254467.4A CN111422324A (en) | 2020-04-02 | 2020-04-02 | Construction method of water building |
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| Publication Number | Publication Date |
|---|---|
| CN111422324A true CN111422324A (en) | 2020-07-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010254467.4A Pending CN111422324A (en) | 2020-04-02 | 2020-04-02 | Construction method of water building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113998074A (en) * | 2021-11-23 | 2022-02-01 | 陈玉凯 | Building method of water building |
Citations (7)
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|---|---|---|---|---|
| KR20010074196A (en) * | 2001-04-09 | 2001-08-04 | 정태연 | Floatable house structure |
| CN101219706A (en) * | 2008-01-18 | 2008-07-16 | 许是勇 | Ecological landscape float island |
| CN201195590Y (en) * | 2008-03-24 | 2009-02-18 | 郭志贵 | Superaqueous floating construction watercraft |
| CN201385766Y (en) * | 2009-01-12 | 2010-01-20 | 周鹏 | Floating waterborne building |
| CN202449178U (en) * | 2012-01-19 | 2012-09-26 | 张伟鑫 | Floating body and on-water construction built on floating body |
| CN103010418A (en) * | 2013-01-11 | 2013-04-03 | 甘忠祥 | Sea villa |
| CN103786842A (en) * | 2014-03-03 | 2014-05-14 | 中国矿业大学 | Floating building structure and construction method |
-
2020
- 2020-04-02 CN CN202010254467.4A patent/CN111422324A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010074196A (en) * | 2001-04-09 | 2001-08-04 | 정태연 | Floatable house structure |
| CN101219706A (en) * | 2008-01-18 | 2008-07-16 | 许是勇 | Ecological landscape float island |
| CN201195590Y (en) * | 2008-03-24 | 2009-02-18 | 郭志贵 | Superaqueous floating construction watercraft |
| CN201385766Y (en) * | 2009-01-12 | 2010-01-20 | 周鹏 | Floating waterborne building |
| CN202449178U (en) * | 2012-01-19 | 2012-09-26 | 张伟鑫 | Floating body and on-water construction built on floating body |
| CN103010418A (en) * | 2013-01-11 | 2013-04-03 | 甘忠祥 | Sea villa |
| CN103786842A (en) * | 2014-03-03 | 2014-05-14 | 中国矿业大学 | Floating building structure and construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113998074A (en) * | 2021-11-23 | 2022-02-01 | 陈玉凯 | Building method of water building |
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Application publication date: 20200717 |