CN113863711A - Reinforced structure and box room in box room of jumbo size - Google Patents
Reinforced structure and box room in box room of jumbo size Download PDFInfo
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- CN113863711A CN113863711A CN202111299409.4A CN202111299409A CN113863711A CN 113863711 A CN113863711 A CN 113863711A CN 202111299409 A CN202111299409 A CN 202111299409A CN 113863711 A CN113863711 A CN 113863711A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34807—Elements integrated in a skeleton
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H2001/1283—Small buildings of the ISO containers type
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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- Electromagnetism (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
A reinforced structure of a large-size box-type house and the box-type house are disclosed, wherein a top beam module comprises a top frame, and the top beam reinforced module comprises a top beam reinforced plate; the top beam reinforcing plate is connected to the bottom of the top frame; the shear wall module comprises a shear wall plate part, and the bottom beam module comprises a bottom frame main beam; the top end of the shear wall plate is connected with the bottom of the top beam reinforcing plate, and the bottom end of the shear wall plate is connected with the top of the main beam of the bottom frame; the upright post module comprises an upright beam, and the upright post reinforcing module comprises an upright beam reinforcing plate; the top of the vertical beam is connected with the top frame, and the bottom of the vertical beam is connected with the main beam of the bottom frame; the side part of vertical roof beam is connected to vertical roof beam reinforcement plate, and the bottom of back timber reinforcement plate is connected on the top of vertical roof beam reinforcement plate, and the top of chassis girder is connected to the bottom of vertical roof beam reinforcement plate. The invention is beneficial to production; steel can be saved, the reinforcement is flexible, the deflection deformation is reduced, the integral horizontal rigidity is increased, and the interlayer displacement is reduced; hoisting is not affected; the increased height of the top module provides an efficient space for pipeline concealment.
Description
Technical Field
The invention belongs to the technical field of box-type rooms, and particularly relates to a reinforcing structure of a large-size box-type room and the box-type room.
Background
The box-type house adopts modular design and factory production, takes the box body as a basic unit, can be used independently, can also form a wide use space through different combinations in the horizontal and vertical directions, and can be stacked in the vertical direction. The integrated box-type house is used as an industrial cold-bending thin-wall steel structure, the beam columns are all standard section sections, the section is thin and small in size, the integrated box-type house is suitable for standard modules with the length, width and height of 6 multiplied by 3, the market also has the condition that the modules with the length of 8 meters are processed by the same sections, but the condition that the beam deflection is too large and water leakage occurs is rare due to the fact that the length is increased; the requirement of increasing the height is also met, and the same section and the node are directly increased, so that the structural rigidity is too weak, people feel uncomfortable under the action of wind load, and even safety accidents are caused.
The prior art has the following scheme that firstly, a ground beam and a roof beam of an upper layer module and a lower layer module are welded into a section, the height of the section is directly increased, and the problem of overlarge deflection can be effectively solved; however, the upper module and the lower module are welded together, so that two modules need to be hoisted at one time due to engineering hoisting, and the construction difficulty is increased; the problems of weak nodes and large slenderness ratio of corner columns are not solved; secondly, it has also been proposed to use steel plates to connect the floor roof girders together by bolting, forming a composite section according to the principle of truss girders, however, the operation is not practical and there is no operating space once the assembly is in place; thirdly, the section steel with a larger section is used for welding, so that the steel consumption is greatly increased, and the cost is difficult to control; and is not easy to be produced in factory.
Disclosure of Invention
Aiming at the defects in the prior art, the invention provides a reinforcing structure of a large-size box-type house and the box-type house, and solves the problems of overlarge deflection deformation, weak nodes, large length-thin ratio of corner columns, no operation space, high cost and difficulty in industrial production of the large-size box-type house.
The technical scheme for solving the technical problems is as follows: a reinforced structure of a large-size box-type house comprises a top beam module, a top beam reinforced module, a shear wall module, a bottom beam module, an upright post module and an upright post reinforced module;
the top beam module comprises a top frame, and the top beam reinforcing module comprises a top beam reinforcing plate; the top beam reinforcing plate is connected to the bottom of the top frame;
the shear wall module comprises a shear wall plate member, and the bottom beam module comprises a bottom frame main beam; the top end of the shear wall plate is connected with the bottom of the top beam reinforcing plate, and the bottom end of the shear wall plate is connected with the top of the main beam of the bottom frame;
the upright post module comprises an upright beam, and the upright post reinforcing module comprises an upright beam reinforcing plate; the top of the vertical beam is connected with the top frame, and the bottom of the vertical beam is connected with the main beam of the bottom frame; the vertical beam reinforcing plate is connected with the side portion of the vertical beam, the top end of the vertical beam reinforcing plate is connected with the bottom of the top beam reinforcing plate, and the bottom end of the vertical beam reinforcing plate is connected with the top of the main beam of the bottom frame.
As a preferable scheme of the reinforced structure of the large-size box type house, the top beam module further comprises a top support frame and a top corrugated plate, the top support frame is connected to the inside of the top frame, and the top corrugated plate is connected with the upper end of the top support frame; the edge of the top corrugated board is connected with the top frame.
As a preferred scheme of a reinforced structure of a large-size box house, a top adapter is arranged at the corner of the top frame, and the top adapter is provided with a drain hole;
and a drainage groove is formed at the contact position of the top corrugated plate and the top frame, and the drainage hole is communicated with the drainage groove.
As a preferred scheme of a reinforcing structure of a large-size box house, a bottom adapter is arranged at a corner of a main beam of the underframe, and the top of the vertical beam is connected with the lower end of the top adapter; the bottom of the vertical beam is connected with the upper end of the bottom adapter.
As a preferred scheme of a reinforcing structure of a large-size box-type house, the top beam reinforcing plate comprises top beam reinforcing side frames and top beam reinforcing corrugated plates, and the two groups of top beam reinforcing side frames are respectively connected to the upper ends and the lower ends of the top beam reinforcing corrugated plates; the side part of the top beam reinforced corrugated plate is connected with the side part of the vertical beam.
As a preferred scheme of a reinforced structure of a large-size box house, the shear wall plate piece comprises a shear wall frame and a shear wall corrugated plate, and the shear wall frame is connected to the periphery of the shear wall corrugated plate;
the top of the shear wall corrugated plate is connected with the top beam reinforcing frame; the bottom of the shear wall corrugated plate is connected with the main beam of the underframe.
As a preferable scheme of the reinforced structure of the large-size box house, the vertical beam reinforced plate and the vertical beam are L-shaped, and the edge of the vertical beam is bent to form a combined surface.
As a preferred scheme of a reinforcing structure of a large-size box house, the vertical beam reinforcing plate comprises a vertical beam reinforcing frame and a vertical beam reinforcing corrugated plate, and the vertical beam reinforcing frame is connected to the periphery of the vertical beam reinforcing corrugated plate; the vertical beam reinforcing frame close to one side of the vertical beam is connected with the assembling surface;
the top of the vertical beam reinforced corrugated plate is connected with the lower end of the top beam reinforced frame, and the bottom of the vertical beam reinforced corrugated plate is connected with the upper end of the main beam of the underframe.
As a preferable scheme of the reinforcing structure of the large-size box house, the bottom beam module further comprises a bottom frame secondary beam, the inner side of the bottom frame primary beam is bent to form a bottom assembly groove, and the end part of the bottom frame secondary beam is positioned in the bottom assembly groove.
The invention also provides a box-type house which adopts the reinforced structure of the large-size box-type house.
The shear wall module has the advantages that the shear wall module is provided with a top beam module, a top beam reinforcing module, a shear wall module, a bottom beam module, an upright post module and an upright post reinforcing module; the top beam module comprises a top frame, and the top beam reinforcing module comprises a top beam reinforcing plate; the top beam reinforcing plate is connected to the bottom of the top frame; the shear wall module comprises a shear wall plate part, and the bottom beam module comprises a bottom frame main beam; the top end of the shear wall plate is connected with the bottom of the top beam reinforcing plate, and the bottom end of the shear wall plate is connected with the top of the main beam of the bottom frame; the upright post module comprises an upright beam, and the upright post reinforcing module comprises an upright beam reinforcing plate; the top of the vertical beam is connected with the top frame, and the bottom of the vertical beam is connected with the main beam of the bottom frame; the side part of vertical roof beam is connected to vertical roof beam reinforcement plate, and the bottom of back timber reinforcement plate is connected on the top of vertical roof beam reinforcement plate, and the top of chassis girder is connected to the bottom of vertical roof beam reinforcement plate. Each module of the invention can be industrially produced according to the size; the section is thin, so that more steel can be saved; the bolt connection can be adopted, so that the standardized section production is not influenced; the reinforcement can be flexibly selected according to the requirement of rigidity, the rigidity of the roof girder is increased, the deflection deformation is reduced, the integral horizontal rigidity of the module is increased, and the interlayer displacement is reduced; the hoisting of the whole module is not influenced; the increased height of the top module provides more efficient space for pipeline concealment.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.
The structures, ratios, sizes, and the like shown in the present specification are only used for matching with the contents disclosed in the specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions that the present invention can be implemented, so that the present invention has no technical significance, and any structural modifications, changes in the ratio relationship, or adjustments of the sizes, without affecting the effects and the achievable by the present invention, should still fall within the range that the technical contents disclosed in the present invention can cover.
FIG. 1 is a perspective view of a reinforced structure of a large-sized box-type house according to an embodiment of the present invention;
FIG. 2 is an exploded view of a reinforced structure of a large-sized box-type house according to an embodiment of the present invention;
FIG. 3 is a schematic view of a top beam module and a top beam reinforcing module of a reinforcing structure of a large-sized box-type house according to an embodiment of the present invention;
fig. 4 is a combined view of a cap module and a cap reinforcement module of a reinforcement structure for a large-sized box-type room according to an embodiment of the present invention from another view point;
FIG. 5 is a schematic view of a combination of a column module and a column reinforcing module of a reinforcing structure of a large-sized box-type house provided in an embodiment of the present invention;
fig. 6 is a schematic diagram of a shear wall module of a reinforcing structure of a large-sized box-type house provided in an embodiment of the present invention.
In the figure, 1, a top beam module; 2. a top beam reinforcement module; 3. a shear wall module; 4. a bottom beam module; 5. a column module; 6. a column reinforcement module; 7. a top frame; 8. a top beam reinforcing plate; 9. a shear wall panel member; 10. a chassis main beam; 11. a vertical beam; 12. reinforcing the plate by using the vertical beam; 13. a top support frame; 14. a top corrugated board; 15. a top adapter; 16. a bottom adapter; 17. a top beam reinforcing frame; 18. the top beam reinforces the corrugated plate; 19. a shear wall frame; 20. shear wall corrugated plates; 21. the vertical beam is used for reinforcing the frame; 22. the vertical beam reinforces the corrugated plate; 23. an underframe secondary beam; 24. the bottom is assembled with a connecting groove; 25. the assembly surface.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used herein in the description of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1 and 2, the invention provides a reinforced structure of a large-sized box-type house, which comprises a top beam module 1, a top beam reinforced module 2, a shear wall module 3, a bottom beam module 4, an upright post module 5 and an upright post reinforced module 6;
the top beam module 1 comprises a top frame 7, and the top beam reinforcing module 2 comprises a top beam reinforcing plate 8; the top beam reinforcing plate 8 is connected to the bottom of the top frame 7;
the shear wall module 3 comprises shear wall plate members 9, and the bottom beam module 4 comprises a chassis main beam 10; the top end of the shear wall plate 9 is connected with the bottom of the top beam reinforcing plate 8, and the bottom end of the shear wall plate 9 is connected with the top of the underframe main beam 10;
the upright post module 5 comprises an upright beam 11, and the upright post reinforcing module 6 comprises an upright beam reinforcing plate 12; the top of the vertical beam 11 is connected with the top frame 7, and the bottom of the vertical beam 11 is connected with the main beam 10 of the underframe; the vertical beam reinforcing plate 12 is connected with the side part of the vertical beam 11, the top end of the vertical beam reinforcing plate 12 is connected with the bottom of the top beam reinforcing plate 8, and the bottom end of the vertical beam reinforcing plate 12 is connected with the top of the main beam 10 of the bottom frame.
Referring to fig. 3 and 4, in the present embodiment, the top beam module 1 further includes a top support frame 13 and a top corrugated plate 14, the top support frame 13 is connected inside the top rim 7, and the top corrugated plate 14 is connected to an upper end of the top support frame 13; the edge of the top corrugated board 14 is connected to the top rim 7.
Specifically, the top support frames 13 are uniformly welded on the inner side of the square top frame 7, the inner side of the top frame 7 is connected with the top corrugated plate 14, and the lower end of the top corrugated plate 14 is supported by the top support frames 13, so that the top frame 7, the top support frames 13 and the top corrugated plate 14 form the top beam module 1 together.
In this embodiment, a top adapter 15 is disposed at a corner of the top frame 7, and the top adapter 15 is provided with a drain hole; and a drainage groove is formed at the contact position of the top corrugated plate 14 and the top frame 7, and the drainage hole is communicated with the drainage groove.
Specifically, top adapter 15 plays the montage effect to top frame 7 and vertical roof beam 11 on the one hand, simultaneously because top adapter 15 is the cube structure of fretwork, can realize the drainage function through switching on with the water drainage tank, and top adapter 15 can dispose the water drainage pipeline to discharge the rainwater.
Referring to fig. 5, in this embodiment, a bottom adapter 16 is disposed at a corner of the underframe main beam 10, and the top of the vertical beam 11 is connected to the lower end of the top adapter 15; the bottom of the vertical beam 11 is connected with the upper end of the bottom adapter 16. The base beam module 4 further comprises a base frame secondary beam 23, the inner side of the base frame main beam 10 is bent to form a base assembly groove 24, and the end of the base frame secondary beam 23 is positioned in the base assembly groove 24.
Specifically, the bottom adapter 16, on one hand, plays a role in assembling the main underframe beam 10 and the vertical beam 11, and simultaneously, the inner side of the main underframe beam 10 is assembled with the secondary underframe beam 23, and the secondary underframe beam 23 can be paved with a bottom plate as required. The design of the bottom assembly groove 24 increases the bearing capacity of the bottom frame secondary beam 23.
In this embodiment, the top beam reinforcing plate 8 includes top beam reinforcing frames 17 and top beam reinforcing corrugated plates 18, and the two groups of top beam reinforcing frames 17 are respectively connected to the upper and lower ends of the top beam reinforcing corrugated plates 18; the side of the top beam reinforced corrugated plate 18 is connected with the side of the vertical beam 11.
Specifically, the upper end and the lower end of the top beam reinforced corrugated plate 18 are respectively provided with a top beam reinforced frame 17, so that the top beam reinforced plate 8 is connected with the top beam module 1, and meanwhile, the top beam reinforced module 2, the shear wall module 3, the stand column module 5 and the stand column reinforced module 6 are also connected conveniently.
Referring to fig. 6, in the present embodiment, the shear wall plate 9 includes a shear wall frame 19 and a shear wall corrugated plate 20, and the shear wall frame 19 is connected to the periphery of the shear wall corrugated plate 20; the top of the shear wall frame 19 is connected with the top beam reinforcing frame 17; the bottom of the shear wall frame 19 is connected with the underframe main beam 10.
Specifically, the periphery of the shear wall corrugated plate 20 is assembled through a shear wall frame 19, and the shear wall frame 19 is provided with threaded holes so as to be conveniently assembled with the wall structure of the peripheral box-type house through bolts. Shear wall frame 19, back timber are consolidated frame 17 and are equipped with the screw hole corresponding the position, and shear wall frame 19 and chassis girder 10 correspond the position and are equipped with the screw hole, conveniently adopt the bolt to carry out the connection that frame 17 and chassis girder 10 were consolidated to the back timber, can operate from the inside of boxed room, have more operating space.
Specifically, according to the size of the box-type house, a plurality of shear wall modules 3 can be configured and connected with the top beam reinforcing module 2 and the bottom beam module 4 in a bolt mode to form a box-type house unit with higher rigidity.
In this embodiment, the vertical beam reinforcing plate 12 and the vertical beam 11 are L-shaped, and the edge of the vertical beam 11 is bent to form a combining surface 25. The vertical beam reinforcing plate 12 comprises a vertical beam reinforcing frame 21 and a vertical beam reinforcing corrugated plate 22, and the vertical beam reinforcing frame 21 is connected to the periphery of the vertical beam reinforcing corrugated plate 22; the vertical beam reinforcing frame 21 close to one side of the vertical beam 11 is connected with the assembling surface 25; the top of the vertical beam reinforced corrugated plate 22 is connected with the lower end of the top beam reinforced frame 17, and the bottom of the vertical beam reinforced corrugated plate 22 is connected with the upper end of the main beam 10 of the underframe.
Specifically, the assembly surface 25 and the vertical beam reinforcing frame 21 are provided with threaded holes at corresponding positions, and the assembly surface 25 formed by bending the edge of the vertical beam 11 is conveniently connected with the vertical beam reinforcing frame 21 by bolts. The corresponding positions of the vertical beam reinforcing frame 21 and the top beam reinforcing frame 17 are provided with threaded holes, the corresponding positions of the vertical beam reinforcing frame 21 and the bottom frame main beam 10 are provided with threaded holes, bolts are conveniently adopted to connect the top beam reinforcing frame 17 and the bottom frame main beam 10, the operation can be carried out from the inside of the box-type house, and more operation spaces are provided.
In summary, the invention is provided with a top beam module 1, a top beam reinforcing module 2, a shear wall module 3, a bottom beam module 4, an upright post module 5 and an upright post reinforcing module 6; the top beam module 1 comprises a top frame 7, and the top beam reinforcing module 2 comprises a top beam reinforcing plate 8; the top beam reinforcing plate 8 is connected to the bottom of the top frame 7; the shear wall module 3 comprises a shear wall plate member 9, and the bottom beam module 4 comprises a bottom frame main beam 10; the top end of the shear wall plate 9 is connected with the bottom of the top beam reinforcing plate 8, and the bottom end of the shear wall plate 9 is connected with the top of the underframe main beam 10; the upright post module 5 comprises an upright beam 11, and the upright post reinforcing module 6 comprises an upright beam reinforcing plate 12; the top of the vertical beam 11 is connected with the top frame 7, and the bottom of the vertical beam 11 is connected with the main beam 10 of the bottom frame; the vertical beam reinforcing plate 12 is connected with the side part of the vertical beam 11, the top end of the vertical beam reinforcing plate 12 is connected with the bottom of the top beam reinforcing plate 8, and the bottom end of the vertical beam reinforcing plate 12 is connected with the top of the underframe main beam 10. The corrugated plate adopted by the invention has the characteristic of large plane external rigidity, the corrugated plate can be used as a web plate, angle steel is used as a flange and welded into combined beam sections with various heights, and the combined sections are connected with the lower side of the top frame 7 at intervals by bolts to form a new beam with a high section, so that the rigidity of the beam is greatly increased, and the problem of overlarge deflection is reduced. Because the large-size box-type house needs more pipelines and air channels, the space formed by reducing the height of the suspended ceiling through the cross section of the additional beam is concealed, the space waste is not caused, and the effective utilization can be realized. The top beam reinforcing module 2, the shear wall module 3 and the upright post reinforcing module 6 form a new lattice column or a new section column through bolts, so that the rigidity of the column in the reinforcing direction is greatly increased, and the slenderness ratio is greatly reduced. Each module of the invention can be industrially produced according to the size; the section is thin, so that more steel can be saved; the bolt connection can be adopted, so that the standardized section production is not influenced; the reinforcement can be flexibly selected according to the requirement of rigidity, the rigidity of the roof girder is increased, the deflection deformation is reduced, the integral horizontal rigidity of the module is increased, and the interlayer displacement is reduced; the hoisting of the whole module is not influenced; the increased height of the top module provides more efficient space for pipeline concealment.
The technical features of the embodiments described above may be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the embodiments described above are not described, but should be considered as being within the scope of the present specification as long as there is no contradiction between the combinations of the technical features.
The above-mentioned embodiments only express several embodiments of the present invention, and the description thereof is more specific and detailed, but not construed as limiting the scope of the invention. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention. Therefore, the protection scope of the present patent shall be subject to the appended claims.
Claims (10)
1. The reinforcing structure of the large-size box-type house is characterized by comprising a top beam module (1), a top beam reinforcing module (2), a shear wall module (3), a bottom beam module (4), an upright post module (5) and an upright post reinforcing module (6);
the top beam module (1) comprises a top frame (7), and the top beam reinforcing module (2) comprises a top beam reinforcing plate (8); the top beam reinforcing plate (8) is connected to the bottom of the top frame (7);
the shear wall module (3) comprises shear wall plate members (9), and the bottom beam module (4) comprises an underframe main beam (10); the top end of the shear wall plate (9) is connected with the bottom of the top beam reinforcing plate (8), and the bottom end of the shear wall plate (9) is connected with the top of the underframe main beam (10);
the upright post module (5) comprises an upright beam (11), and the upright post reinforcing module (6) comprises an upright beam reinforcing plate (12); the top of the vertical beam (11) is connected with the top frame (7), and the bottom of the vertical beam (11) is connected with the main beam (10) of the underframe; the vertical beam reinforcing plate (12) is connected with the side portion of the vertical beam (11), the top end of the vertical beam reinforcing plate (12) is connected with the bottom of the top beam reinforcing plate (8), and the bottom end of the vertical beam reinforcing plate (12) is connected with the top of the main beam (10) of the bottom frame.
2. A reinforcement structure of a large-sized box house according to claim 1, wherein the header module (1) further comprises a top support frame (13) and a top corrugated plate (14), the top support frame (13) is connected to the inside of the top rim (7), the top corrugated plate (14) is connected to the upper end of the top support frame (13); the edge of the top corrugated plate (14) is connected with the top frame (7).
3. The reinforced structure of a large-size box house according to claim 2, wherein the top rim (7) is provided with a top adapter (15) at the corner, and the top adapter (15) is provided with a drain hole;
and a drainage groove is formed at the contact position of the top corrugated plate (14) and the top frame (7), and the drainage hole is communicated with the drainage groove.
4. The reinforcement structure of a large-size box house according to claim 3, characterized in that the corners of the underframe main beams (10) are provided with bottom joints (16), and the tops of the vertical beams (11) are connected with the lower ends of the top joints (15); the bottom of the vertical beam (11) is connected with the upper end of the bottom adapter (16).
5. The reinforced structure of a large-size box-type room as claimed in claim 1, wherein the header reinforcing plate member (8) comprises header reinforcing rims (17) and header reinforcing corrugated plates (18), and two sets of the header reinforcing rims (17) are respectively connected to upper and lower ends of the header reinforcing corrugated plates (18); the side part of the top beam reinforced corrugated plate (18) is connected with the side part of the vertical beam (11).
6. The reinforced structure of a large-size box-type house according to claim 5, wherein the shear wall members (9) comprise shear wall frames (19) and shear wall corrugated plates (20), and the shear wall frames (19) are connected to the periphery of the shear wall corrugated plates (20);
the top of the shear wall corrugated plate (20) is connected with the top beam reinforcing frame (17); the bottom of the shear wall corrugated plate (20) is connected with the underframe main beam (10).
7. The reinforcement structure of a large-size box house according to claim 6, wherein the vertical beam reinforcement plate (12) and the vertical beam (11) are L-shaped, and the edge of the vertical beam (11) is bent to form a coupling surface (25).
8. The reinforced structure of a large-size box-type house according to claim 7, wherein the vertical beam reinforced plate member (12) comprises a vertical beam reinforced side frame (21) and a vertical beam reinforced corrugated plate (22), and the vertical beam reinforced side frame (21) is connected to the periphery of the vertical beam reinforced corrugated plate (22); the vertical beam reinforcing frame (21) close to one side of the vertical beam (11) is connected with the assembling surface (25);
the top of the vertical beam reinforced corrugated plate (22) is connected with the lower end of the top beam reinforced frame (17), and the bottom of the vertical beam reinforced corrugated plate (22) is connected with the upper end of the main beam (10) of the chassis.
9. The reinforcement structure of a large-sized box house according to claim 1, wherein the bottom frame module (4) further comprises a bottom frame sub-beam (23), the inner side of the bottom frame main beam (10) is bent to form a bottom assembly groove (24), and the end of the bottom frame sub-beam (23) is positioned in the bottom assembly groove (24).
10. A box house, characterized in that a reinforced structure of a large-sized box house according to any one of claims 1 to 9 is used.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111299409.4A CN113863711A (en) | 2021-11-04 | 2021-11-04 | Reinforced structure and box room in box room of jumbo size |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111299409.4A CN113863711A (en) | 2021-11-04 | 2021-11-04 | Reinforced structure and box room in box room of jumbo size |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809711A (en) * | 2022-06-15 | 2022-07-29 | 中建一局华江建设有限公司 | Wood building structure integrating modern modules and wood structure and construction method |
| CN114991310A (en) * | 2022-06-28 | 2022-09-02 | 江苏智建美住智能建筑科技有限公司 | Box-type house convenient to straighten and capable of being built quickly |
| CN114991315A (en) * | 2022-06-28 | 2022-09-02 | 江苏智建美住智能建筑科技有限公司 | Shear force wall body and steel structure column's mixed structure boxed room convenient to alignment |
| CN114991311A (en) * | 2022-06-28 | 2022-09-02 | 江苏智建美住智能建筑科技有限公司 | Box-type room with cold-formed thin-wall light steel short-limb wall columns |
| CN116517181A (en) * | 2023-05-18 | 2023-08-01 | 江苏泰源环保科技股份有限公司 | Bolt-assembled stainless steel tank module and manufacturing method thereof |
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2021
- 2021-11-04 CN CN202111299409.4A patent/CN113863711A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809711A (en) * | 2022-06-15 | 2022-07-29 | 中建一局华江建设有限公司 | Wood building structure integrating modern modules and wood structure and construction method |
| CN114991310A (en) * | 2022-06-28 | 2022-09-02 | 江苏智建美住智能建筑科技有限公司 | Box-type house convenient to straighten and capable of being built quickly |
| CN114991315A (en) * | 2022-06-28 | 2022-09-02 | 江苏智建美住智能建筑科技有限公司 | Shear force wall body and steel structure column's mixed structure boxed room convenient to alignment |
| CN114991311A (en) * | 2022-06-28 | 2022-09-02 | 江苏智建美住智能建筑科技有限公司 | Box-type room with cold-formed thin-wall light steel short-limb wall columns |
| CN116517181A (en) * | 2023-05-18 | 2023-08-01 | 江苏泰源环保科技股份有限公司 | Bolt-assembled stainless steel tank module and manufacturing method thereof |
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