CN114737797A - Pressure-bearing building and assembling method thereof - Google Patents
Pressure-bearing building and assembling method thereof Download PDFInfo
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- CN114737797A CN114737797A CN202210557628.6A CN202210557628A CN114737797A CN 114737797 A CN114737797 A CN 114737797A CN 202210557628 A CN202210557628 A CN 202210557628A CN 114737797 A CN114737797 A CN 114737797A
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- 238000007789 sealing Methods 0.000 claims abstract description 32
- 238000009434 installation Methods 0.000 claims abstract description 24
- 238000010276 construction Methods 0.000 claims abstract description 10
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- 230000002708 enhancing effect Effects 0.000 claims description 6
- 210000001503 joint Anatomy 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims 1
- 238000013461 design Methods 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 abstract description 3
- 238000005192 partition Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000004364 calculation method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 238000004088 simulation Methods 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
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- 230000008569 process Effects 0.000 description 1
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- 229910002027 silica gel Inorganic materials 0.000 description 1
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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
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
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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
- E04B1/19—Three-dimensional framework structures
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The invention provides a pressure-bearing building, which comprises a foundation and a closed house body which is assembled on the foundation and has the function of bearing positive pressure or negative pressure; the airtight room body includes beam column assembly and bearing plate, beam column assembly is for having the bearing capacity and having one or more installation area's frame construction including stand and the roof beam body, the quantity and the installation area of bearing plate correspond, and the detachable setting of bearing plate is in on the installation area. The beam-column assembly is of an assembly type structure, and the bearing plate is laid on the beam-column assembly to realize sealing, so that a closed house body is assembled. The enclosed house body can form internal and external pressure difference, solves the living problem of the plateau alpine environment, and the assembled structural design is favorable for reasonably planning the internal use space and is convenient to transport. The invention also discloses an assembly method of the pressure-bearing building, which can realize the rapid assembly of the pressure-bearing building.
Description
Technical Field
The invention belongs to the field of fabricated steel structure buildings, and particularly relates to a pressure-bearing building and an assembly method thereof.
Background
In the environment with thin air and low air pressure such as plateau, workers from plain areas often have plateau reaction and are difficult to sleep when living in the ordinary closed house body 2, so that the indoor air pressure of the house needs to be changed in the plateau area to form the indoor environment same as that of the plain areas. The research on an assembled steel structure house which can bear pressure and can be used in a transfer site is a new subject of plateau assembled buildings.
The existing fabricated building is of a normal-pressure structure, no pressure difference exists between the inside and the outside of a house, and a sealed wall and a transition cabin are not required to be designed. The existing pressure rooms are all of welded structures, and the whole welded structure cannot realize the large-area pressure rooms, so that the existing pressure rooms are all of container sizes, great inconvenience is brought to life, and living of a large number of people is not facilitated. The existing reinforced concrete building structure can form a pressure-bearing space, is a fixed building and cannot be transported and transferred along with working requirements.
In summary, there is a need to develop an assembly type pressure-bearing building, which can solve the problem of altitude stress in alpine regions, and can realize road transportation, thereby saving construction cost.
Disclosure of Invention
The invention aims to provide a pressure-bearing building and an assembly method thereof, and the specific technical scheme is as follows:
a pressure-bearing building comprises a foundation and a closed house body which is assembled on the foundation and has a bearing positive pressure or negative pressure;
wherein, airtight room body includes beam column assembly and bearing plate, the beam column assembly is for including the frame construction that has bearing capacity and have one or more installation area of stand and the roof beam body, the quantity and the installation area of bearing plate correspond, and the detachable setting of bearing plate is in on the installation area.
Specifically, the beam-column assembly comprises a top beam component and a stand column component.
Further, the top beam assembly comprises one or more top beam single pieces positioned at the top of the pressure bearing building and a connecting top beam combined with the top beam single pieces to form a top skeleton structure of the whole positive pressure building.
Furthermore, the stand subassembly includes a plurality of stand singlets that correspond with the lateral wall face quantity of pressure-bearing building and sets up on different wall and the connection stand between the adjacent stand singlets, stand singlets include one or two middle columns that set up side by side at least.
Further, the top beam assembly and the upright post assembly are of self-sealing integral structures.
Preferably, the top beam single piece is of an I-shaped structure, the connecting top beams are of a C-shaped beam body structure, and the two groups of connecting top beams positioned at the end parts and the top beam single piece positioned in the middle form an annular top beam structure; the upright single piece is a beam body structure consisting of a bottom beam and a middle upright vertical column vertical to the bottom beam.
Preferably, the connecting top beam comprises a beam body structure and a sealing plate arranged at the end part of the beam body structure, the beam body structure is a splicing structure with a hollow part and formed by sequentially connecting three structural single pieces with L-shaped sections, and the beam body structure is provided with an installation part for assembling with the top beam single pieces; the beam body structure and the sealing plate are combined to form a self-sealing structure with a hollow part completely isolated from the outside; the top beam single piece is a splicing structure formed by connecting two structure single pieces in parallel through a connecting plate, and four free ends of the structure single pieces on the top beam single piece are respectively provided with a butt joint part matched with a mounting part on a beam body structure.
Preferably, the connecting upright post comprises an L-shaped plate, a second reinforcing plate, an end flange plate and a connecting flange plate; the second reinforcing plate is arranged on the L-shaped plate and used for enhancing the structural strength of the connecting upright post; the both ends of connecting the stand are equipped with respectively and are used for connecting the tip flange board of ground and connection roof beam, the flange board setting of connecting is used for connecting on connecting the stand the intermediate column.
Preferably, the middle upright post comprises an upright post body and an upright post flange plate arranged on the upright post body, and the middle upright post is connected with the connecting flange plate and/or connected with the top beam assembly through the upright post flange plate.
Further, the bearing plate comprises a baffle plate, a mounting frame and a sealing ring; the pressure-bearing frame is provided with a first mounting surface for mounting the baffle and a second mounting surface for mounting the sealing ring; and the bearing plate is connected with the beam-column assembly in an assembling way through a second mounting surface.
Preferably, the pressure bearing plate further comprises a reinforcing structure provided on the mounting frame for enhancing the pressure bearing capacity of the pressure bearing plate.
In addition, the invention also provides an assembly method of the pressure-bearing building, which comprises the following steps:
s1: assembling a beam-column assembly, in particular, assembling a frame structure with an installation area, namely the beam-column assembly, by using an upright column and a beam body on a foundation;
s2: installing a bearing plate, namely installing the bearing plate on an installation area of a beam-column assembly to form a closed space;
s3: and functional areas are divided, specifically, floors are laid according to the floor height, and each floor is provided with a wall for dividing the inside of the closed space into a plurality of areas.
The technical scheme of the invention has the following beneficial effects:
according to the invention, the assembled beam-column assembly is used as a support, and the bearing plate is laid on the beam-column assembly to realize sealing, so that a closed house body is assembled. The enclosed house body can form internal and external pressure difference, solves the living problem of plateau alpine environment, and the assembled structural design is favorable for reasonably planning the internal use space and is convenient to transport.
The beam-column assembly is provided with a plurality of mounting areas, the bearing plates are mounted in the mounting areas, and the assembly errors are controlled in the mounting areas where the single bearing plates are located, so that the accumulated errors are eliminated, the reworking of the whole building caused by unqualified tightness of the single bearing plates is avoided, and the assembly process is simplified. According to the invention, the standardization of the installation area can be controlled by adjusting the size of the installation area on the beam-column assembly, so that the pressure-bearing plate has high generalization degree, the production flow is simplified, and the construction efficiency can be effectively improved.
The beam column sealing structure is formed by splicing and combining C-shaped plates, and the sealing ring is arranged at the joint of the C-shaped plates to ensure the sealing property of the beam column structure, so that the self sealing of a beam column assembly is ensured, and the overall sealing performance of a closed house body can be ensured by matching with the bearing plate.
In addition to the objects, features and advantages described above, other objects, features and advantages of the present invention are also provided. The present invention will be described in further detail below with reference to the drawings.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification. In the drawings:
FIG. 1 is an exploded perspective view of a confined building;
FIG. 2 is an exploded perspective view of the beam and column assembly;
FIG. 3 is a schematic view of the construction of the connecting cap;
FIG. 4 is an exploded view of the connecting header;
FIG. 5 is a schematic view of the construction of the cap;
FIG. 6 is an exploded view of the header;
FIG. 7 is a schematic view of the structure of the connecting post;
FIG. 8 is an exploded view of the connecting stud;
FIG. 9 is a schematic structural view of the column;
fig. 10 is an exploded view of a pressure bearing plate;
fig. 11 is an exploded perspective view of the sealed chamber.
The building comprises a foundation 1, a closed house 2, a beam-column assembly 2.1, a top-beam assembly 2.11, a1 top-beam single piece, a2 connecting top beams, A2-1 sealing plates, A2-2 first reinforcing plates, column assemblies 2.12, B1 intermediate columns, B1-1 column bodies, B1-2 column flange plates, B2 connecting columns, B2-1L-shaped plates, B2-2 second reinforcing plates, B2-3 end flange plates, B2-4 connecting flange plates, B3 bottom beams, 2.2 pressure-bearing plates, 2.21 baffles, 2.22 pressure-bearing frames, 2.23 sealing rings, 2.24 reinforcing structures and 2.3 partition plates.
Detailed Description
Embodiments of the invention will be described in detail below with reference to the drawings, but the invention can be implemented in many different ways, which are defined and covered by the claims.
In the environment with thin air and low air pressure such as plateau, workers from plain areas often have altitude reaction and are difficult to sleep when living in the ordinary closed house body 2. Therefore, the indoor air pressure of the house needs to be changed in the plateau area, and the indoor environment which is the same as that of the plain area is formed. The research on an assembled steel structure house which can bear pressure and can be used in a transfer site is a new subject of plateau assembled buildings.
In order to solve the above problems, the present embodiment implements a pressure-bearing building, as shown in fig. 1, which includes a foundation 1 and a closed house 2 assembled on the foundation 1 and having a bearing positive pressure or negative pressure; airtight room body 2 includes beam column assembly 2.1 and bearing plate 2.2, beam column assembly 2.1 is for having the bearing capacity and having one or more installation area's frame construction including stand and the roof beam body, bearing plate 2.2's quantity corresponds with the installation area, and the detachable setting of bearing plate 2.2 is in on the installation area. The preferred mounting area of this embodiment is a box.
It should be noted that in this embodiment, the air pressure in the sealed cavity is increased by the air compressor, and the air pressure in the sealed cavity is greater than the external air pressure; because the pressure-bearing plate 2.2 sets up the inside of beam column assembly 2.1 comes from inside pressure extrusion the pressure-bearing plate 2.2 makes the sealing member can closely laminate beam column assembly 2.1 and pressure-bearing plate 2.2 to reinforcing sealed effect. The sealed cavity is internally provided with no bearing upright column, so that the distribution and the use of the internal space of the sealed cavity are facilitated.
Specifically, as shown in fig. 2, the beam-column assembly 2.1 includes a top beam component 2.11 and a column component 2.12; the top beam assembly 2.11 comprises one or more top beam single pieces A1 positioned at the top of the pressure bearing building and a connecting top beam A2 combined with the top beam single pieces A1 to form a top skeleton structure of the whole positive pressure building; the upright post assembly 2.12 comprises a plurality of upright post single pieces corresponding to the number of the side wall surfaces of the pressure-bearing building and connecting upright posts B2 arranged on different wall surfaces and between the adjacent upright post single pieces, wherein each upright post single piece comprises one or at least two middle upright posts B1 arranged in parallel.
Further, the top beam assembly 2.11 and the upright post assembly 2.12 are both self-sealing integral structures.
In the preferred embodiment, the top beam single piece a1 is an i-shaped structure, the connecting top beam a2 is a C-shaped beam structure, and two groups of connecting top beams a2 at the end and the top beam single piece a1 in the middle form an annular top beam structure; the upright single piece is a beam body structure consisting of a bottom beam B3 and a middle upright B1 arranged perpendicular to the bottom beam.
As shown in fig. 3 and 4, the connection top beam a2 of the preferred embodiment includes a beam structure and a sealing plate a2-1 disposed at an end of the beam structure, the beam structure is a split structure with a hollow portion formed by sequentially connecting three structural single pieces with L-shaped cross sections, and the beam structure is provided with a mounting portion for assembling with the top beam single piece a 1; the beam body structure and the sealing plate A2-1 are combined to form a self-sealing structure with a hollow part completely isolated from the outside.
As shown in fig. 5 and 6, the top beam single piece a1 of the preferred embodiment is a splicing structure formed by connecting two structural single pieces in parallel through a connecting plate, and the four free ends of the structural single piece on the top beam single piece a1 are all provided with butt joint parts matched with the installation parts on the beam structure.
It should be noted that the structural single piece in this embodiment is an integral structure with an L-shaped cross section formed by two C-shaped plates stacked with their opening directions perpendicular to each other and welded ends of the sealing plate a2-1, and a first reinforcing plate a2-2 is disposed between the two stacked C-shaped plates to enhance the structural strength thereof.
As shown in fig. 7 and 8, the connecting pillar B2 includes an L-shaped plate B2-1, a second reinforcing plate B2-2, an end flange plate B2-3, and a connecting flange plate B2-4; the second reinforcing plate B2-2 is arranged on the L-shaped plate B2-1 and used for enhancing the structural strength of the connecting upright post B2; and end flange plates B2-3 used for connecting the foundation 1 and the top beam A2 are respectively arranged at two ends of the connecting upright column B2, and the connecting flange plates B2-4 are arranged on the connecting upright column B2 and used for connecting the middle upright column B1.
As shown in fig. 9, the preferred middle pillar B1 of this embodiment includes a pillar body B1-1 and a pillar flange B1-2 disposed on the pillar body B1-1, and the middle pillar B1 is connected to the connecting flange B2-4 and/or the top beam assembly 2.11 through the pillar flange B1-2.
As shown in fig. 10, the pressure bearing plate 2.2 includes a baffle plate 2.21, a mounting frame 2.22, a sealing ring 2.23 and a reinforcing structure 2.24; the pressure-bearing frame 2.22 is provided with a first mounting surface for mounting the baffle 2.21 and a second mounting surface for mounting the sealing ring 2.23; the bearing plate 2.2 is connected with the beam-column assembly 2.1 in an assembling manner through a second mounting surface; the reinforcing structure 2.24 is arranged in the mounting frame 2.22 for enhancing the bearing capacity of the bearing plate 2.2. The preferred assembled connection of this embodiment is threaded connection, be equipped with threaded connection hole on the second mounting surface on the bearing plate 2.2, be used for realizing bearing plate 2.2 with threaded connection between the beam column assembly.
It should be noted that in the embodiment, the bearing plate 2.2 is laid in the beam-column assembly 2.1, and the assembly error only exists in the installation area where the single bearing plate 2.2 is located, so that the accumulated error is not caused, and the accuracy of the installation process of the bearing building is effectively ensured; the steps of the installation process of the pressure-bearing building are simplified, the air tightness is checked after the whole pressure-bearing building is installed, and only the pressure-bearing plate 2.2 with poor sealing effect needs to be reworked.
Further, referring to fig. 11, a partition plate 2.3 is further disposed in the sealed chamber 2, and the partition plate 2.3 is disposed in the sealed chamber to partition an internal space of the sealed chamber. It should be noted that, in order to better install the partition board 2.3, in this embodiment, a cross beam or a vertical beam for assembling the partition board 2.3 may be further added in the sealed cavity, and the cross beam or the vertical beam may select a C-shaped plate as a body; when the inner space of the closed room body 2 needs to be divided, the inner space of the closed cavity body can be preliminarily divided by the aid of the internal staggered C-shaped plates, space separation in the closed cavity body is achieved by the aid of the laying of the partition plates 2.3, and accordingly multiple functional areas such as meeting rooms and rooms can be arranged.
The preferred sealing member of this embodiment is a sealing ring 2.23, and the material is a sealing material with elasticity, such as rubber, silica gel, etc.
To better illustrate the advantages and purposes of the present embodiment, the following description will be made based on the simulation calculation results: in the embodiment, the pressure difference between the inside and the outside is considered to be 0.05MPa, and the size of the built structure is 3 multiplied by 7.2 multiplied by 9m3The pressure-bearing room mechanical model has the frame size of 3m multiplied by 3m, the material is Q345, and the overall maximum deformation of the simulation calculation result is 8 mm. GB 50017-2017 appendix B of Steel Structure design Standard appendix B table B.2.4-2 stipulates that the maximum deformation of the mid-span region of the double-layer reticulated shell compression structure is L/300, the maximum stress is 209mpa, and the safety coefficient reaches 1.65; the parameters in the embodiment are far smaller than the standards, so that the structure has excellent pressure bearing performance.
This embodiment has realized a pressure-bearing building, and beam column assembly 2.1 is the assembled structure in this embodiment, beam column assembly 2.1 is through set up pressure-bearing plate 2.2 on the installation area and realize sealedly, and the assembled structure makes beam column assembly 2.1's volume possess the ductility, can assemble the pressure-bearing building of different volumes according to actual demand, is favorable to the life work and rest under the plateau environment, has created good plateau operational environment.
In addition, the embodiment also realizes an assembly method of the pressure-bearing building, which comprises the following steps:
s1: assembling a beam-column assembly, namely assembling a frame structure with an installation area, namely the beam-column assembly, by using an upright column and a beam body on a foundation;
s2: installing a bearing plate, namely installing the bearing plate on an installation area of a beam-column assembly to form a closed space;
s3: and functional areas are divided, specifically, floors are laid according to floor heights, and each floor is provided with a wall for dividing the inside of the closed space into a plurality of areas to finish the assembly of the pressure-bearing building.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. A pressure bearing building is characterized by comprising a foundation (1) and a closed house body (2) which is assembled on the foundation (1) and bears positive pressure or negative pressure;
airtight room body (2) include beam column assembly (2.1) and bearing plate (2.2), beam column assembly (2.1) is for having bearing capacity and having one or more installation area's frame construction including stand and the roof beam body, the quantity and the installation area of bearing plate (2.2) correspond, and bearing plate (2.2) detachable setting is in on the installation area.
2. Pressure bearing building according to claim 1, characterized in that the beam column assembly (2.1) comprises a top beam assembly (2.11) and a column assembly (2.12);
the top beam assembly (2.11) comprises one or more top beam single pieces (A1) positioned at the top of the pressure-bearing building and a connecting top beam (A2) combined with the top beam single piece (A1) to form a top skeleton structure of the whole positive pressure building;
the upright post assembly (2.12) comprises a plurality of upright post single pieces corresponding to the number of side wall surfaces of a pressure-bearing building and connecting upright posts (B2) arranged on different wall surfaces and between the adjacent upright post single pieces, wherein each upright post single piece comprises one or at least two middle upright posts (B1) arranged in parallel.
3. Pressure bearing building according to claim 2, characterized in that the top beam assembly (2.11) and the column assembly (2.12) are both self-sealing monolithic structures.
4. Pressure-bearing building according to claim 2, characterized in that the top beam singlets (a1) are of an i-shaped construction, the connecting top beams (a2) are of a C-beam body construction, and the two groups of connecting top beams (a2) at the ends and the top beam singlets (a1) in the middle form an annular top beam structure;
the upright single piece is a beam body structure consisting of a bottom beam (B3) and a middle upright (B1) arranged perpendicular to the bottom beam.
5. The pressure-bearing building according to claim 4, characterized in that the connecting top beam (A2) comprises a beam body structure and a sealing plate (A2-1) arranged at the end part of the beam body structure, the beam body structure is a split structure with a hollow part and formed by sequentially connecting three structural single pieces with L-shaped cross sections, and the beam body structure is provided with a mounting part for assembling with the top beam single piece (A1); the beam structure and the sealing plate (A2-1) are combined to form a self-sealing structure with a hollow part completely isolated from the outside;
the top beam single piece (A1) is a splicing structure formed by connecting two structure single pieces in parallel through a connecting plate, and the four free ends of the structure single piece on the top beam single piece (A1) are all provided with butt joint parts matched with the installation parts on the beam structure.
6. Pressure-bearing building according to claim 2, characterized in that said connecting uprights (B2) comprise L-shaped plates (B2-1), second stiffening plates (B2-2), end flange plates (B2-3) and connecting flange plates (B2-4); the second reinforcing plate (B2-2) is arranged on the L-shaped plate (B2-1) and used for enhancing the structural strength of the connecting upright post (B2); end flange plates (B2-3) used for connecting a foundation (1) and a connecting top beam (A2) are respectively arranged at two ends of the connecting upright column (B2), and the connecting flange plates (B2-4) are arranged on the connecting upright column (B2) and used for connecting the middle upright column (B1);
the middle upright post (B1) comprises an upright post body (B1-1) and an upright post flange plate (B1-2) arranged on the upright post body (B1-1), and the middle upright post (B1) is connected with the connecting flange plate (B2-4) and/or the top beam assembly (2.11) through the upright post flange plate (B1-2).
7. Pressure-bearing building according to claim 1, characterized in that the pressure-bearing plate (2.2) comprises a baffle plate (2.21), a mounting frame (2.22) and a sealing ring (2.23); the pressure-bearing frame (2.22) is provided with a first mounting surface for mounting the baffle (2.21) and a second mounting surface for mounting the sealing ring (2.23);
and the bearing plate (2.2) is connected with the beam-column assembly (2.1) in an assembling way through a second mounting surface.
8. Pressure-bearing building according to claim 7, characterized in that the bearing plate (2.2) further comprises a reinforcement structure (2.24) arranged on the mounting frame (2.22) for enhancing the bearing capacity of the bearing plate (2.2).
9. A method of assembling a pressure bearing building according to claims 1 to 8, characterised by the steps of:
s1: assembling a beam-column assembly (2.1), in particular, assembling a column and a beam body on a foundation (1) to form a frame structure with a mounting area, namely the beam-column assembly (2.1);
s2: installing a bearing plate (2.2), specifically, installing the bearing plate (2.2) on an installation area of a beam-column assembly (2.1) to form a closed space;
s3: and functional areas are divided, specifically, floors are laid according to the floor height, and each floor is provided with a wall for dividing the inside of the closed space into a plurality of areas.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210557628.6A CN114737797A (en) | 2022-05-19 | 2022-05-19 | Pressure-bearing building and assembling method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210557628.6A CN114737797A (en) | 2022-05-19 | 2022-05-19 | Pressure-bearing building and assembling method thereof |
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Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5074897A (en) * | 1991-03-25 | 1991-12-24 | Sikich Albert H | Particulate contamination control system enclosure |
| CN208633278U (en) * | 2018-07-05 | 2019-03-22 | 亚图设备顾问有限公司 | A kind of Simple assembled house that can be recycled |
| CN209040299U (en) * | 2018-05-20 | 2019-06-28 | 王燏斌 | A kind of assembled box building and its constructing device |
| CN110042927A (en) * | 2019-05-20 | 2019-07-23 | 北京市轨道交通建设管理有限公司 | Prefabricated concrete structure, subway ground port structure and its construction method |
| CN209958508U (en) * | 2019-05-20 | 2020-01-17 | 北京市轨道交通建设管理有限公司 | Fabricated concrete structure and subway ground access structure thereof |
| CN211257280U (en) * | 2019-05-30 | 2020-08-14 | 阳地钢（上海）装配式建筑股份有限公司 | Light steel structure assembly building with embedded floor system |
| KR102188658B1 (en) * | 2020-10-15 | 2020-12-08 | 박종진 | Field type negative pressure isolation room with modulation structure |
| KR102214043B1 (en) * | 2020-10-19 | 2021-02-09 | 한국과학기술원 | Mobile expansion type negative pressure ward module |
| CN113802888A (en) * | 2021-09-26 | 2021-12-17 | 中建三局安装工程有限公司 | Living cabin capable of bearing pressure and being sealed in high-altitude area and assembling method |
| WO2021258453A1 (en) * | 2020-06-24 | 2021-12-30 | 深圳市巨鼎医疗股份有限公司 | Sealed isolation compartment |
| CN113914759A (en) * | 2021-09-26 | 2022-01-11 | 中建三局集团有限公司 | Sealing connection structure for expanding splicing or pressure increasing and reducing of different modules |
| CN113969673A (en) * | 2021-09-26 | 2022-01-25 | 中建三局安装工程有限公司 | Assembled living cabin capable of bearing pressure and being sealed in high-altitude area and assembling method |
| CN114197919A (en) * | 2021-12-31 | 2022-03-18 | 中国铁建重工集团股份有限公司 | Assembly type pressure-bearing building and assembly method |
| CN114351865A (en) * | 2021-12-21 | 2022-04-15 | 中铁装配式建筑股份有限公司 | Beam column connecting piece, house frame and integrated house |
| CN216553202U (en) * | 2021-12-31 | 2022-05-17 | 中国铁建重工集团股份有限公司 | Assembled pressure-bearing building |
-
2022
- 2022-05-19 CN CN202210557628.6A patent/CN114737797A/en active Pending
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5074897A (en) * | 1991-03-25 | 1991-12-24 | Sikich Albert H | Particulate contamination control system enclosure |
| CN209040299U (en) * | 2018-05-20 | 2019-06-28 | 王燏斌 | A kind of assembled box building and its constructing device |
| CN208633278U (en) * | 2018-07-05 | 2019-03-22 | 亚图设备顾问有限公司 | A kind of Simple assembled house that can be recycled |
| CN110042927A (en) * | 2019-05-20 | 2019-07-23 | 北京市轨道交通建设管理有限公司 | Prefabricated concrete structure, subway ground port structure and its construction method |
| CN209958508U (en) * | 2019-05-20 | 2020-01-17 | 北京市轨道交通建设管理有限公司 | Fabricated concrete structure and subway ground access structure thereof |
| CN211257280U (en) * | 2019-05-30 | 2020-08-14 | 阳地钢（上海）装配式建筑股份有限公司 | Light steel structure assembly building with embedded floor system |
| WO2021258453A1 (en) * | 2020-06-24 | 2021-12-30 | 深圳市巨鼎医疗股份有限公司 | Sealed isolation compartment |
| KR102188658B1 (en) * | 2020-10-15 | 2020-12-08 | 박종진 | Field type negative pressure isolation room with modulation structure |
| KR102214043B1 (en) * | 2020-10-19 | 2021-02-09 | 한국과학기술원 | Mobile expansion type negative pressure ward module |
| CN113802888A (en) * | 2021-09-26 | 2021-12-17 | 中建三局安装工程有限公司 | Living cabin capable of bearing pressure and being sealed in high-altitude area and assembling method |
| CN113914759A (en) * | 2021-09-26 | 2022-01-11 | 中建三局集团有限公司 | Sealing connection structure for expanding splicing or pressure increasing and reducing of different modules |
| CN113969673A (en) * | 2021-09-26 | 2022-01-25 | 中建三局安装工程有限公司 | Assembled living cabin capable of bearing pressure and being sealed in high-altitude area and assembling method |
| CN114351865A (en) * | 2021-12-21 | 2022-04-15 | 中铁装配式建筑股份有限公司 | Beam column connecting piece, house frame and integrated house |
| CN114197919A (en) * | 2021-12-31 | 2022-03-18 | 中国铁建重工集团股份有限公司 | Assembly type pressure-bearing building and assembly method |
| CN216553202U (en) * | 2021-12-31 | 2022-05-17 | 中国铁建重工集团股份有限公司 | Assembled pressure-bearing building |
Non-Patent Citations (2)
| Title |
|---|
| 张若美;: "高承压建筑下材料承压性非规则变化仿真分析", 科技通报, no. 12, 15 December 2013 (2013-12-15) * |
| 李英;: "轻型钢在工业建筑结构设计中应用", 新型工业化, no. 02, 20 February 2019 (2019-02-20) * |
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