CN211869633U - Assembled double-bottom water floating building structure with heat insulation function - Google Patents
Assembled double-bottom water floating building structure with heat insulation function Download PDFInfo
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- CN211869633U CN211869633U CN201922490001.XU CN201922490001U CN211869633U CN 211869633 U CN211869633 U CN 211869633U CN 201922490001 U CN201922490001 U CN 201922490001U CN 211869633 U CN211869633 U CN 211869633U
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Abstract
The utility model relates to an assembled double-deck end showy building structure on water that possesses thermal-insulated function, it includes a plurality of showy unit of flexonics, and the ratio of the dead weight of every showy unit rather than full load weight is 1:1.5 ~ 1: 2; each floating unit is a floating box body, the floating box body comprises an outer bottom plate, an inner bottom plate, a pair of short side plates, a pair of long side plates and a top plate, and heat-insulating fillers are filled in the floating box body; the top plate, the outer bottom plate, the inner bottom plate, the short side plate and the long side plate are all of reinforced concrete structures; the inner surfaces of the top plate and the inner bottom plate are respectively provided with a vertical truss and a transverse rib which are vertically distributed; and a manhole cover are arranged on the top plate. The utility model discloses well showy unit is the reinforced concrete structure at the bottom of the assembled double-deck, has effectively solved showy building with high costs, the construction degree of difficulty is big, cycle length scheduling problem, also brings stronger guarantee for building anti-seepage nature and anti sinking nature on water, and it possesses the heat preservation function again, and structural framework is good, and structural strength is high, and adaptability is wide.
Description
[ technical field ] A method for producing a semiconductor device
The utility model belongs to showy building field on water especially indicates an assembled double-deck end showy building structure on water that possesses thermal-insulated function.
[ background of the invention ]
The traditional floating building on water is a simple house which is used in rivers, lakes and wetlands and can float on water and is used for living and fishing, namely the traditional floating building mode similar to a fish raft type in China, and the traditional floating building mode is a buoyancy platform which is generally built by wood plates, forage and other materials (such as foam) and is used for supporting floating structures. The construction technology is relatively simple, corresponding supporting facilities are lacked, electric power, domestic water and the like are all taken from nearby lands, and the building is only a temporary building, is not suitable for long-term residence and is not suitable for a specific operation area.
Patent No. 201410074108.5 entitled "a floating building structure and construction method" discloses a floating building structure and construction method for coal mining subsidence water area, which is beneficial to reducing life and property loss of people in the coal mining subsidence area, but has single function and heavy structural form, so the application scene is limited greatly.
Patent No. 201220104579.2 entitled yard type water floating building ship discloses a modular yard type water floating building. The building has the characteristics of light steel structure, but the construction period is long, the cost is high, and the later maintenance cost is high due to poor corrosion resistance of the steel structure.
The floating building on water is hoped to be developed, which is low in manufacturing cost, convenient to construct, short in construction period and high in applicability, and a new technical scheme is provided for the situation.
[ Utility model ] content
The utility model aims at overcoming the defects of the prior art and providing an assembled double-bottom water floating building structure with heat insulation function.
In order to solve the technical problem, the utility model adopts the following technical scheme:
an assembled double-bottom water floating building structure with a heat insulation function comprises a plurality of floating units flexibly connected by elastic cable structures, wherein the ratio of the self weight of each floating unit to the full load weight of each floating unit is 1: 1.5-1: 2, the draught is 0.5 to 0.67 times of the height; each floating unit is a floating box body, the floating box body comprises an outer bottom plate, an inner bottom plate, a pair of short side plates which are opposite and vertical, a pair of long side plates which are opposite and vertical and a top plate, a watertight cabin is formed between the outer bottom plate and the inner bottom plate, and heat-insulating fillers are filled in the floating box body; the top plate, the outer bottom plate, the inner bottom plate, the short side plate and the long side plate are all of reinforced concrete structures; the inner surface of the top plate and the inner surface of the inner bottom plate are both provided with longitudinal girders and transverse bones which are vertically distributed; a manhole is arranged at the geometric center of any 1/4 area of the top plate, a manhole cover is arranged at the manhole, and a handle is arranged on the manhole cover.
In a further improvement scheme, the thickness of the top plate is the same as that of the outer bottom plate, the long side plate and the short side plate, and the thickness of the inner bottom plate is 1.3-1.6 times of that of the top plate.
In a further improvement scheme, the cross sections of the longitudinal girders and the transverse girders arranged on the inner bottom plate are square, and the side length of the cross sections is 1.1-1.3 times of the thickness of the inner bottom plate.
In a further improvement scheme, the cross sections of the longitudinal girders and the transverse girders arranged on the top plate are both square, and the side length of the cross sections is 1.1-1.3 times of the thickness of the top plate.
In a further improvement, a vertical reinforcing rib is arranged in the middle of the inner side of the long side plate, the vertical reinforcing rib is connected with the transverse rib of the inner bottom plate, and the cross section of the vertical reinforcing rib is the same as that of the transverse rib of the bottom plate.
In a further improvement scheme, a vertical reinforcing rib is arranged in the middle of the inner side of the short side plate and connected with the longitudinal girders of the bottom plate, and the cross section of the vertical reinforcing rib is the same as that of the longitudinal girders of the bottom plate.
In a further development, the edge of the manhole is in the shape of a reverse pyramid; the handle arranged on the manhole cover is a foldable handle.
In a further improvement, the inner and outer surfaces of the long side plate and the short side plate, and the inner surfaces of the top plate and the inner bottom plate are coated with waterproof coatings.
In a further improvement, thermal insulation foam boards are arranged on the outer surfaces of the long side plates and the short side plates.
In a further improvement scheme, the wall thickness of the watertight cabin is not less than 10cm, and the height of the watertight cabin is 10-15 cm.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses assembled double-deck end showy architectural design on water based on reinforced concrete material, by outer bottom plate, the infrabasal plate, the roof, long curb plate, short curb plate, the floating box body at assembled double-deck end is constituteed to manhole cover etc. the unit floats promptly, because concrete material low price, the problem that showy building is with high costs has effectively been solved, its structure has adopted the assembled design, it is big consequently to have solved the construction degree of difficulty, the problem of cycle length, in addition, double-deck substructure also brings stronger guarantee for building anti-seepage nature and anti-sinking nature on water, and owing to it has thermal-insulated heat preservation filler to fill in floating the box body, consequently it possesses the heat preservation function again, structural framework is good, structural strength is high, adaptability is wide.
The invention will be described in further detail with reference to the following detailed description and accompanying drawings:
[ description of the drawings ]
Fig. 1 is a schematic perspective view of an embodiment of the present invention;
fig. 2 is a first schematic structural diagram of an embodiment of the present invention;
fig. 3 is a schematic structural diagram ii according to an embodiment of the present invention;
fig. 4 is a third schematic structural diagram of the embodiment of the present invention;
fig. 5 is a fourth schematic structural diagram of the embodiment of the present invention;
FIG. 6 is a schematic structural view of an inner bottom plate according to an embodiment of the present invention;
fig. 7 is a schematic structural diagram of the top plate in the embodiment of the present invention.
[ detailed description ] embodiments
Reference will now be made in detail to the embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar functions throughout.
The orientation shown in the drawings is not to be considered as limiting the scope of the invention, but merely as a reference to the preferred embodiments, changes in position or addition of numbers or structural simplifications may be made to the product parts shown in the drawings.
The relation of "connected" between the components shown in the drawings and described in the specification can be understood as fixedly connected or detachably connected or integrally connected; the connecting elements can be directly connected or connected through an intermediate medium, and persons skilled in the art can understand the connecting relation according to specific conditions, and can use the connecting elements in a screwed connection or riveting connection or welding connection or clamping connection or embedding connection mode to replace different embodiments in a proper mode.
The terms of orientation such as up, down, left, right, top, bottom, and the like in the description and the orientation shown in the drawings, may be used for direct contact or contact with each other through another feature therebetween; above may be directly above and obliquely above, or it simply means above the other; other orientations may be understood by analogy.
The material for manufacturing the solid-shaped component shown in the specification and the drawings can be a metal material or a non-metal material or other composite materials; the machining processes used for components having solid shapes can be stamping, forging, casting, wire cutting, laser cutting, casting, injection molding, digital milling, three-dimensional printing, machining, and the like; one skilled in the art can select the materials and the manufacturing process adaptively or in combination according to different processing conditions, cost and precision.
The utility model relates to a fabricated double-deck end showy building structure on water that possesses thermal-insulated function, as shown in fig. 1 to 7, it includes a plurality of showy unit by the flexible coupling of elastic cord structure, and this showy unit is equivalent to floating foundation, constructs the structure (such as housing construction, functional building etc.) on showy unit, and the ratio of the dead weight of every showy unit rather than the full load weight is 1:1.5 ~ 1: 2, the draught is 0.5 to 0.67 times of the height; each floating unit is a floating box body, the floating box body comprises an outer bottom plate 90, an inner bottom plate 10, a pair of short side plates 20 which stand oppositely, a pair of long side plates 30 which stand oppositely and a top plate 40, a watertight compartment 110 is formed between the outer bottom plate 90 and the inner bottom plate 10, the wall thickness of the watertight compartment 110 is not less than 10cm, the height of the watertight compartment 110 is 10-15 cm, the reinforcing steel bars on the wall of the watertight compartment 110 adopt a single-layer reinforcing steel bar arrangement scheme of phi 6-phi 8@ 50-100, and the reinforcing steel bars are screw steel; the floating box body is filled with heat insulation filler 100; the top plate 40, the outer bottom plate 90, the inner bottom plate 10, the short side plates 20 and the long side plates 30 are all of reinforced concrete structures; the thickness of the top plate 40 is the same as that of the outer bottom plate 90, the long side plates 30 and the short side plates 20, and the thickness of the inner bottom plate 10 is 1.3-1.6 times that of the top plate 40; a manhole 50 is arranged at the geometric center of any 1/4 area of the top plate 40, and the manhole 50 has two functions: firstly, ballast leveling is carried out on the floating unit after the floating unit is built, secondly, repairing is carried out on the inner part when the floating unit is found to be leaked, the edge of the manhole 50 is in a shape of a reversed pyramid, the slope of a bus line is 0.5, a manhole cover is arranged at the manhole 50, and a foldable handle is arranged on the manhole cover; the inner surface of the top plate 40 and the inner surface of the inner bottom plate 10 are both provided with longitudinal girders 60 and transverse girders 70, and the longitudinal girders 60 and the transverse girders 70 are vertically distributed; the cross sections of the longitudinal girders 60 and the transverse ribs 70 arranged on the inner bottom plate 10 are square, and the side length of the cross sections is 1.1-1.3 times of the thickness of the inner bottom plate 10, in the embodiment, the inner bottom plate 10 of the reinforced concrete structure adopts a single-layer reinforcement scheme of phi 6-phi 8@ 50-100, the reinforcement is deformed steel, no reinforcing mesh is arranged in the longitudinal girders 60 and the transverse ribs 70 arranged on the inner bottom plate 10, four corners are formed by welding phi 8-phi 10 deformed steel bars and stirrups with the rib spacing of 100-150 mm, and the reinforcing steel protection layer is 1.5-2 cm; the cross sections 40 of the longitudinal girders 60 and the transverse ribs arranged on the top plate 40 are both square, and the side length of the cross sections is 1.1-1.3 times of the thickness of the top plate 40, in the embodiment, the top plate 40 of the reinforced concrete structure adopts a single-layer reinforcing bar scheme of phi 6-phi 8@ 50-100, the reinforcing bars are deformed steel bars, reinforcing bar nets are not arranged inside the longitudinal girders 60 and the transverse ribs 70 arranged on the top plate 40, four corners are welded by phi 8-phi 10 deformed steel bars and stirrups with the bar spacing of 100-150 mm, and a reinforcing bar protective layer is 1.5-2 cm; the middle part of the inner side of the long side plate 30 is provided with a vertical reinforcing rib 80, the vertical reinforcing rib 80 is connected with the transverse rib 70 of the inner bottom plate 10, the sectional dimension of the vertical reinforcing rib 80 is the same as that of the transverse rib 80 of the inner bottom plate 10, the middle part of the inner side of the short side plate 20 is provided with a vertical reinforcing rib 80, the vertical reinforcing rib 80 is connected with the longitudinal girder 60 of the inner bottom plate 10, the sectional dimension of the vertical reinforcing rib 80 is the same as that of the longitudinal girder 60 of the inner bottom plate 10, in the embodiment, the long side plate 30 and the short side plate 20 of the reinforced concrete structure adopt a single-layer reinforcing bar distribution scheme of phi 6-phi 8@ 50-100, the reinforcing bar is threaded steel, no reinforcing mesh is arranged in the vertical reinforcing rib 80, the four corners adopt #8 threaded steel bars and stirrups (welded) with the bar spacing of 100-150 mm, and the reinforcing bar protective layer is 1.5.
The utility model discloses assembled double-deck end showy architectural design on water based on reinforced concrete material, by outer bottom plate 90, infrabasal plate 10, roof 40, long side plate 30, short side plate 20, the floating box body at assembled double-deck end is constituteed to manhole cover etc. the unit floats promptly, because concrete material low price, effectively solved showy construction problem with high costs, its structure has adopted the assembled design, it is big consequently to have solved the construction degree of difficulty, the problem of cycle length, furthermore, double-deck substructure also brings stronger guarantee for building anti-seepage nature and anti-sinking nature on water, and owing to it has thermal-insulated heat preservation filler to fill in floating the box body, consequently it possesses the heat preservation function again, structural framework is good, structural strength is high, adaptability is wide.
In order to further enhance the waterproof capability and the heat insulation capability of the floating box body, waterproof coatings are coated on the inner and outer surfaces of the long side plate 30 and the short side plate 20, and the inner surfaces of the top plate 40 and the inner bottom plate 10; and heat-insulating foam boards are arranged on the outer surfaces of the long side plate 30 and the short side plate 20.
The utility model discloses in, floating unit's construction mode is interior bottom plate 10 and long curb plate 30, short curb plate 20 integrative pouring, and roof 40 is prefabricated after and is assembled with floating unit lower part (long curb plate 30, short curb plate 20 and bottom plate 10) and take shape. The concrete construction method comprises the following steps:
1) the outer bottom plate 90 is formed by one-step pouring, the watertight cabin 110 is poured on the upper surface of the outer bottom plate after initial setting, a cavity mold of the watertight cabin 110 is made of light foam and is not detached after pouring, and the inner bottom plate 10 is poured after the cabin wall is initially set;
2) the method comprises the following steps of building pouring molds of an inner bottom plate 10, a long side plate 20 and a short side plate 30 at one time (comprising longitudinal girders 60 and transverse ribs 70 arranged on the inner bottom plate 10 and vertical reinforcing ribs 80 arranged on the long side plate 20 and the short side plate 30), binding reinforcing steel bars (important nodes adopt a welding mode), and embedding connecting bolts at proper positions on the long side plate 30 and the short side plate 20;
3) constructing a top plate 40 pouring mold (comprising a longitudinal girder 60 and a transverse girder 70 arranged on the top plate 40) and a manhole cover mold of the top plate 40;
3) pouring the top plate 40 and the manhole cover, vibrating by using a vibrating bar, reserving 10cm of steel bar lap joints at the edge part, and performing film covering maintenance on the top plate 40 (the longitudinal girders 60 and the transverse ribs 70 containing the top plate 40) for seven days;
4) pouring an inner bottom plate 10, vibrating by adopting a vibrating spear, after the concrete of the inner bottom plate 10 is initially set, laying a height limiting plate of the inner bottom plate 10, pouring long side plates 30 and short side plates 20, vibrating the long side plates 30 and the short side plates 20 by adopting a plane vibrator, and reserving lap joint reinforcing steel bar heads for 10cm at the upper parts of the long side plates 30 and the short side plates 20;
5) the internal molds of the long side plate 30 and the short side plate 20 are removed, and heat-preservation fillers are filled in the staggered joints;
6) hoisting the top plate 40 to the upper parts of the long side plates 30 and the short side plates 20, performing spot welding after cold bending the lapped reinforcing steel bar heads, and connecting the top plate 40 with the long side plates 30 and the short side plates 20 by using a UHPC material by using a wet welding method;
7) the inner and outer surfaces of the long side plate 30 and the short side plate 20, and the inner surfaces of the top plate 40 and the inner bottom plate 10 are coated with waterproof coatings, and the outer surfaces of the long side plate 30 and the short side plate 20 are provided with thermal insulation foam plates.
8) After all the floating units are built, the floating units can be hoisted one by one to be launched, and all the floating units are connected in a flexible connection mode of a cable structure.
Although the present invention has been described in detail with reference to the above embodiments, it will be apparent to those skilled in the art from this disclosure that various changes or modifications can be made therein without departing from the spirit and scope of the invention as defined in the appended claims. Therefore, the detailed description of the embodiments of the present disclosure is to be construed as merely illustrative, and not limitative of the present disclosure, but rather to limit the scope thereof by the appended claims.
Claims (10)
1. An assembled double-bottom water floating building structure with a heat insulation function is characterized by comprising a plurality of floating units flexibly connected by a cable structure, wherein the ratio of the self weight of each floating unit to the full load weight of each floating unit is 1: 1.5-1: 2, the draught is 0.5 to 0.67 times of the height; each floating unit is a floating box body, the floating box body comprises an outer bottom plate, an inner bottom plate, a pair of short side plates which are opposite and vertical, a pair of long side plates which are opposite and vertical and a top plate, a watertight cabin is formed between the outer bottom plate and the inner bottom plate, and heat-insulating fillers are filled in the floating box body; the top plate, the outer bottom plate, the inner bottom plate, the short side plate and the long side plate are all of reinforced concrete structures; the inner surface of the top plate and the inner surface of the inner bottom plate are both provided with longitudinal girders and transverse bones which are vertically distributed; a manhole is arranged at the geometric center of any 1/4 area of the top plate, a manhole cover is arranged at the manhole, and a handle is arranged on the manhole cover.
2. The fabricated double-bottom water floating building structure with the heat insulation function according to claim 1, wherein the thickness of the top plate is the same as that of the outer bottom plate, the long side plate and the short side plate, and the thickness of the inner bottom plate is 1.3-1.6 times that of the top plate.
3. The fabricated double-bottom water floating building structure with the heat insulation function according to claim 2, wherein the cross sections of the longitudinal girders and the transverse girders arranged on the inner bottom plate are square, and the side length of the cross section is 1.1 to 1.3 times of the thickness of the inner bottom plate.
4. The fabricated double-bottom water floating building structure with the heat insulation function according to claim 3, wherein the cross sections of the longitudinal girders and the transverse girders arranged on the top plate are square, and the side length of the cross section is 1.1 to 1.3 times of the thickness of the top plate.
5. The fabricated double-bottom water floating building structure with heat insulation function as claimed in claim 4, wherein a vertical reinforcing rib is provided at the middle part of the inner side of the long side plate, the vertical reinforcing rib is connected with the transverse rib of the inner bottom plate, and the cross-sectional dimension of the vertical reinforcing rib is the same as that of the transverse rib of the bottom plate.
6. The fabricated double-bottom water floating building structure with heat insulation function according to claim 5, wherein a vertical reinforcing rib is provided at the middle part of the inner side of the short side plate, the vertical reinforcing rib is connected with the longitudinal girder of the bottom plate, and the cross-sectional dimension of the vertical reinforcing rib is the same as that of the longitudinal girder of the bottom plate.
7. The fabricated double-bottom water floating building structure with heat insulation function according to claim 6, wherein the edge of the manhole is in a shape of a reverse pyramid; the handle arranged on the manhole cover is a foldable handle.
8. An assembled double-bottom water floating building structure with heat insulation function according to claim 7, wherein the inner and outer surfaces of the long and short side plates, and the inner surfaces of the top and inner bottom plates are coated with waterproof coating.
9. An assembled double-bottom water floating building structure with heat insulation function according to claim 8, wherein heat insulation foam boards are arranged on the outer surfaces of the long side boards and the short side boards.
10. The fabricated double-bottom water floating building structure with the heat insulation function according to claim 9, wherein the wall thickness of the watertight compartment is not less than 10cm, and the height of the watertight compartment is 10-15 cm.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201922490001.XU CN211869633U (en) | 2019-12-31 | 2019-12-31 | Assembled double-bottom water floating building structure with heat insulation function |
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| CN201922490001.XU CN211869633U (en) | 2019-12-31 | 2019-12-31 | Assembled double-bottom water floating building structure with heat insulation function |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115284436A (en) * | 2022-06-29 | 2022-11-04 | 一道新能源科技(衢州)有限公司 | Forming method of floating type floating body and floating type floating body |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115284436A (en) * | 2022-06-29 | 2022-11-04 | 一道新能源科技(衢州)有限公司 | Forming method of floating type floating body and floating type floating body |
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