A sealed pressure-bearing wall panel and a pressurized building comprising the same

Abstract

The utility model relates to the technical field of pressure-boosting building, specifically relates to a sealed pressure-bearing wallboard and the pressure-boosting building containing the wallboard, and the sealed pressure-bearing wallboard includes keel, muscle board, steel panel and lap angle steel, the keel and muscle board staggered arrangement and fixed connection form the framework structure, and the steel panel is fixed on the framework structure surface, the lap angle steel is fixed on the edge of steel panel, and the lap angle steel is slidably connected with the beam or column of pressure-boosting building through bolt, and the sealing structure is arranged between the lap angle steel and the beam or column of pressure-boosting building, in the utility model, the framework structure is arranged on one side of steel panel in one direction, which reduces the cost of manufacture and welding, reduces the overall weight of wall body, facilitates installation, improves construction efficiency, adopts lap angle steel, reduces the requirement of installation precision and surface flatness and processing cost, the lap angle steel is slidably connected with the beam or column of pressure-boosting building through bolt, satisfies the demand of anti-seismic, and through setting sealing structure, the overall sealing performance of wallboard and beam or column connection is satisfied.

Description

Technical Field

[0001] This utility model relates to the field of pressurized building technology, specifically to a sealed pressure-bearing wall panel and a pressurized building containing the wall panel. Background Technology

[0002] Steel-framed pressurized buildings alter the air pressure and oxygen partial pressure within the building space, effectively bringing the indoor environment to the level of low-altitude regions. This significantly improves oxygen levels in human tissues, eliminates discomfort symptoms caused by altitude sickness, and fundamentally addresses the damage caused by sustained low pressure. It is of paramount importance for ensuring the lives, work, and health of people in high-altitude areas and for promoting the development and construction of these regions.

[0003] Pressure bearing and sealing are fundamental to the pressurization function of pressurized buildings with steel frame structures. Pressurized buildings need to withstand indoor and outdoor air pressure difference loads of 20~50kPa, which places high demands on their structural bearing capacity. At the same time, pressurized buildings must have good airtightness to ensure pressurization effect and energy-saving operation.

[0004] In high-altitude steel structure pressurized building products, wall panels, as one of the main pressure-bearing and sealing components, play a crucial role in ensuring stable air pressure inside the building, resisting the impact of harsh external environments, and ensuring the overall structural safety of the building. Currently, commonly used pressure-bearing wall panels typically employ a combination structure of steel plates and stiffened plates. The main structural form is "lapped rectangular tube + panel + keel + stiffening plate" (the keel and stiffening plate are arranged in a "grid" pattern, meaning that keels and stiffening plates are arranged on both sides of the panel). While this structural form can meet the strength and stiffness requirements of the structure to a certain extent, there are still problems that urgently need to be solved in practical applications: ① Existing wall panels cannot ensure relative sliding between themselves and beams and columns, thus failing to fully meet the seismic safety requirements of the structure.

[0005] ② Overlapping rectangular tubes are uncommon profiles, require secondary processing, are heavy, and occupy indoor space, making them uneconomical and unreasonable; overlapping rectangular tubes have high requirements for installation accuracy and surface flatness, which increases the difficulty of construction.

[0006] ③ The arrangement of the keel and stiffening plates increases the amount of welding work and raises the processing cost; the overall weight of the wall panel causes more inconvenience to on-site installation and construction.

[0007] ④ The sealing method between the wall panel and the beam and column adopts a sealing strip + limiting steel strip. The straightness and spacing requirements are high when welding the steel strip.

[0008] In summary, this utility model provides a sealed pressure-bearing wall panel and a pressurized building containing the wall panel to solve the problems existing in the prior art. Utility Model Content

[0009] The purpose of this utility model is to provide a sealed pressure-bearing wall panel and a pressurized building containing the wall panel. The specific technical solution is as follows: A sealed pressure-bearing wall panel includes a keel, stiffening plates, a steel panel, and overlapping angle steel; the keel and stiffening plates are arranged in an alternating pattern and fixedly connected to form a skeleton structure, and the steel panel is fixed to the surface of the skeleton structure; the overlapping angle steel is fixed to the edge of the steel panel, and the overlapping angle steel is slidably connected to the beams or columns of the pressure-boosting building by bolts; a sealing structure is provided between the overlapping angle steel and the beams or columns of the pressure-boosting building.

[0010] Furthermore, the flange of the lapped angle steel is provided with a plurality of bolt holes along its length, and the diameter of the bolt holes is not less than the diameter of the bolt D+8mm.

[0011] Furthermore, the spacing between multiple bolt holes on the same lapped angle steel is ≤400mm.

[0012] Furthermore, the sealing structure includes a sealing strip and a limiting gasket. The sealing strip has a reserved hole, and the limiting gasket is disposed in the reserved hole and forms an interference fit with the reserved hole.

[0013] Furthermore, the limiting washer is provided with a through hole for the bolt to pass through.

[0014] Furthermore, the thickness of the limiting gasket is 0.7-1.0 times the compression amount of the sealing strip.

[0015] Furthermore, the bolt adopts a unidirectional installation structure, and there is an adjustable gap of 3-5mm between the bolt and the beam or column of the pressurized building along the axial direction of the bolt.

[0016] Furthermore, the arrangement of the keel and stiffeners is a cross-shaped or grid-shaped structure; the length-to-width ratio L:W of the cross-shaped or grid-shaped structure is 1.5:1-2.0:1.

[0017] Furthermore, sealing gaskets are provided between the bolt and the inner surface of the beam or column of the pressurized building, and between the bolt and the outer surface of the lapped angle steel.

[0018] A pressurized building includes beams, columns, and a sealed pressure-bearing wall panel as described above, the sealed pressure-bearing wall panel being slidably connected to the beams or columns.

[0019] The application of the technical solution of this utility model has the following beneficial effects: (1) This utility model provides a sealed pressure-bearing wall panel, including a keel, stiffening plates, a steel panel, and overlapping angle steel; the keel and stiffening plates are arranged in an alternating manner and fixedly connected to form a skeleton structure, and the steel panel is fixed to the surface of the skeleton structure; the overlapping angle steel is fixed to the edge of the steel panel, and the overlapping angle steel is slidably connected to the beams or columns of the pressurized building by bolts; a sealing structure is provided between the overlapping angle steel and the beams or columns of the pressurized building. In this utility model, the skeleton structure formed by the keel and stiffening plates is arranged unidirectionally on one side of the steel panel, which reduces the cost of manufacturing and welding, reduces the overall weight of the wall, facilitates installation, and improves construction efficiency; the use of overlapping angle steel reduces the requirements for installation accuracy and surface flatness, and reduces the processing difficulty; the overlapping angle steel is slidably connected to the beams or columns of the pressurized building by bolts to meet the seismic requirements; and the sealing structure is provided to meet the overall sealing performance of the connection between the wall panel and the beams or columns.

[0020] (2) In this utility model, multiple bolt holes are provided on the wing plate of the overlapping angle steel along its length direction. The diameter of the bolt holes is not less than the diameter of the bolt D+8mm, so as to ensure that the connection between the wall panel and the beam or column can slide relative to each other and meet the seismic safety requirements.

[0021] (3) In this utility model, the sealing structure includes a sealing strip and a limiting gasket. The sealing strip has a reserved hole, and the limiting gasket is disposed in the reserved hole and forms an interference fit with the reserved hole. The sealing structure using the combination of sealing strip and limiting gasket can limit the compression deformation of the sealing strip when the bolt is pre-tightened, prevent the sealing strip from being crushed, and maintain stable sealing performance under air pressure load. It can also ensure that the bolt can be tightened and prevented from loosening, thus ensuring the overall sealing effect between the wall panel and the beam and column.

[0022] (4) In this utility model, the limiting method of using a combination of a limiting gasket connected by bolts and an overlapping angle steel is adopted to reduce the amount of welding and reduce the difficulty of construction.

[0023] (5) In this utility model, the bolt adopts a one-way installation structure, and the bolt and the beam or column of the pressurized building are provided with an adjustable gap of 3-5mm along the axial direction of the bolt to meet the seismic requirements.

[0024] (6) In this utility model, a sealing gasket is provided between the bolt and the inner side of the beam or column of the pressurized building and between the bolt and the outer side of the lap angle steel to meet the sealing requirements of the bolt hole.

[0025] (7) This utility model also provides a pressurized building, including beams, columns and the sealed pressure-bearing wall panel as described above, wherein the sealed pressure-bearing wall panel is slidably connected to the beams or columns to meet the seismic safety requirements.

[0026] In addition to the objectives, features, and advantages described above, this utility model has other objectives, features, and advantages. The present utility model will now be described in further detail with reference to the figures. Attached Figure Description

[0027] The accompanying drawings, which form part of this application, are used to provide a further understanding of the present invention. The illustrative embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an undue limitation of the present invention. In the drawings: Figure 1 This is a structural schematic diagram of the sealed pressure-bearing wall panel in an embodiment of this utility model; Figure 2 This is a schematic diagram showing the connection between the sealed pressure-bearing wall panel and the beams or columns of the pressurized building; Figure 3 yes Figure 2 A magnified view of a portion of the image; Among them, 1. Keel, 2. Rib plate, 3. Steel panel, 4. Overlapping angle steel, 4.1. Bolt hole, 5. Bolt, 6. Sealing structure, 6.1. Sealing strip, 6.2. Limiting gasket, 7. Sealing washer, 8. Column. Detailed Implementation

[0028] The embodiments of the present invention will be described in detail below with reference to the accompanying drawings. However, the present invention can be implemented in many different ways as defined and covered.

[0029] In the description of this utility model, it should be understood that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", and "outer" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0030] Furthermore, the terms "first," "second," etc., are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Therefore, a feature defined with "first," "second," etc., may explicitly or implicitly include one or more of that feature. In the description of this utility model, unless otherwise stated, "a plurality of" means two or more.

[0031] Example See Figure 1 and Figure 2This embodiment provides a sealed pressure-bearing wall panel, including a keel 1, stiffening plates 2, a steel panel 3, and overlapping angle steel 4; the keel 1 and stiffening plates 2 are arranged in an alternating manner and fixedly connected by welding to form a skeleton structure, and the steel panel 3 is fixed to the surface of the skeleton structure; preferably, the arrangement of the keel 1 and stiffening plates 2 is a cross-shaped or grid-shaped structure, and the length-to-width ratio L:W of the cross-shaped or grid-shaped structure is 1.5:1-2.0:1; The skeletal structure formed by the keel 1 and the stiffening plate 2 is arranged unidirectionally on one side of the steel panel, which reduces manufacturing and welding costs, lightens the overall weight of the wall, facilitates installation, and improves construction efficiency.

[0032] The lap angle steel 4 is fixed to the edge of the steel panel 3. Preferably, the lap angle steel 4 and the steel panel 3 are connected by weld, and the steel panel 3 is fully welded around its perimeter to ensure the strength and sealing reliability of the connection. The lap angle steel has lower requirements for installation accuracy and surface flatness, which can appropriately reduce the processing accuracy and construction difficulty of steel beams and columns.

[0033] See Figure 1 and Figure 3 The overlapping angle steel 4 is slidably connected to the beams or columns of the pressurized building by bolts 5; the flange of the overlapping angle steel 4 is provided with a plurality of bolt holes 4.1 along its length direction, and the diameter of the bolt holes 4.1 is not less than the diameter D+8mm of the bolt 5, which facilitates the installation of the sealed pressure-bearing wall panel and ensures that there is a certain relative sliding between the sealed pressure-bearing wall panel and the beams or columns 8 of the pressurized building, thus meeting the seismic requirements.

[0034] Preferably, the spacing between multiple bolt holes 4.1 on the same overlapping angle steel is ≤400mm to ensure that the sealing pressure-bearing wall panel can be pressed tightly to ensure a seal.

[0035] See Figure 2 and Figure 3 A sealing structure 6 is provided between the lap angle steel 4 and the beams or columns of the pressurized building to meet the sealing requirements of the pressurized building. The sealing structure 6 includes a sealing strip 6.1 and a limiting gasket 6.2. The sealing strip 6.1 is provided with a reserved hole, and the limiting gasket 6.2 is provided in the reserved hole and forms an interference fit with the reserved hole.

[0036] Preferably, the limiting gasket 6.2 is provided with a through hole for the bolt 5 to pass through, and the limiting gasket 6.2 is fixed to the overlapping angle steel 4 by the bolt 5.

[0037] The thickness of the limiting gasket 6.2 is 0.7-1.0 times the compression of the sealing strip 6.1, to prevent the sealing strip 6.1 from being crushed and causing sealing failure.

[0038] The purpose of setting the limiting gasket 6.2 is to: ① limit the compression deformation of the sealing strip 6.1 and prevent the sealing strip 6.1 from being crushed and causing the seal to fail; ② cooperate with the sealing strip 6.1 to ensure that the bolt 5 is tightened and to prevent the bolt 5 from loosening after repeated pressure filling and depressurization.

[0039] In this embodiment, to improve installation efficiency, the bolt 5 adopts a unidirectional installation structure. An adjustable gap of 3-5mm is provided between the bolt 5 and the beam or column of the pressurized building along the axial direction of the bolt 5. When the bolt 5 is tightened to the point that it cannot be rotated any further, the bolt is rotated counterclockwise 1.5-2.5 turns, so that an adjustable gap of 3-5mm is formed between the bolt 5 and the beam or column of the pressurized building along the axial direction of the bolt 5. This can both press the sealing strip 6.1 and ensure that there is a certain relative sliding between the sealed pressure-bearing wall panel and the beam or column 10, thus meeting the seismic requirements.

[0040] In this embodiment, see Figure 3 A sealing washer 7 is provided between the bolt 5 and the inner side (away from the steel panel) of the beam or column of the pressurized building, and between the bolt 5 and the outer side (the side connected to the steel panel) of the lap angle steel 4. The bolt hole 4.1 is sealed by the sealing washer 7. The structure is simple, easy to install, and does not require welding, thus reducing installation costs and improving work efficiency. The sealing washer 7 and the sealing structure 6 ensure the overall sealing performance of the connection between the sealed pressure-bearing wall panel and the beam or column 8.

[0041] This embodiment also provides a pressurized building, including beams, columns, and a sealed pressure-bearing wall panel as described above. The sealed pressure-bearing wall panel is slidably connected to the beams or columns to meet seismic requirements.

[0042] The above description is merely a preferred embodiment of this utility model and is not intended to limit the utility model. Various modifications and variations can be made to this utility model by those skilled in the art. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this utility model should be included within the protection scope of this utility model.

Claims

1. A sealed pressure-bearing wall panel, characterized in that, It includes a keel (1), stiffening plate (2), steel panel (3) and overlapping angle steel (4); the keel (1) and stiffening plate (2) are arranged in an alternating manner and fixedly connected to form a skeleton structure, the steel panel (3) is fixed to the surface of the skeleton structure; the overlapping angle steel (4) is fixed to the edge of the steel panel (3), and the overlapping angle steel (4) is slidably connected to the beams or columns of the pressurized building by bolts (5); a sealing structure (6) is provided between the overlapping angle steel (4) and the beams or columns of the pressurized building.

2. The sealed pressure-bearing wall panel according to claim 1, characterized in that, The wing plate of the lap angle steel (4) has multiple bolt holes (4.1) along its length direction, and the diameter of the bolt holes (4.1) is not less than the diameter D+8mm of the bolt (5).

3. The sealed pressure-bearing wall panel according to claim 2, characterized in that, The spacing between multiple bolt holes (4.1) on the same lapped angle steel (4) is ≤400mm.

4. The sealed pressure-bearing wall panel according to claim 1, characterized in that, The sealing structure (6) includes a sealing strip (6.1) and a limiting gasket (6.2). The sealing strip (6.1) has a reserved hole, and the limiting gasket (6.2) is located in the reserved hole and forms an interference fit with the reserved hole.

5. The sealed pressure-bearing wall panel according to claim 4, characterized in that, The limiting gasket (6.2) is provided with a through hole for the bolt (5) to pass through.

6. The sealed pressure-bearing wall panel according to claim 4, characterized in that, The thickness of the limiting gasket (6.2) is 0.7-1.0 times the compression of the sealing strip (6.1).

7. The sealed pressure-bearing wall panel according to claim 1, characterized in that, The bolt (5) adopts a unidirectional installation structure, and the bolt (5) and the beam or column of the pressurized building are provided with an adjustable gap of 3-5mm along the axial direction of the bolt (5).

8. The sealed pressure-bearing wall panel according to claim 1, characterized in that, The arrangement of the keel (1) and the stiffener (2) is a cross-shaped or grid-shaped structure; the length-to-width ratio L:W of the cross-shaped or grid-shaped structure is 1.5:1-2.0:

1.

9. The sealed pressure-bearing wall panel according to any one of claims 1-8, characterized in that, A sealing gasket (7) is provided between the bolt (5) and the inner side of the beam or column of the pressurized building, and between the bolt (5) and the outer side of the lap angle steel (4).

10. A pressurized building, characterized in that, It includes beams, columns, and a sealed pressure-bearing wall panel as described in any one of claims 1-9, wherein the sealed pressure-bearing wall panel is slidably connected to the beam or column.

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