A wall frame structure for a steel structure plant building opening gable

Abstract

The application provides a wall frame structure for a steel structure plant open gable, and relates to a wall frame structure for a steel structure plant, which comprises at least a supporting truss, two supporting truss columns and at least one truncated wall skin column; the two supporting truss columns are arranged in parallel and at intervals, the two ends of the supporting truss are supported on the two supporting truss columns respectively and surrounded by the two supporting truss columns to form an open structure, and the truncated wall skin column is supported on the supporting truss. The wall frame structure for the steel structure plant open gable can realize the opening of the lower part of the workshop in the full span range.

Description

Technical Field

[0001] This invention relates to wall frame structures for steel structure workshops, and particularly to a wall frame structure for gable walls with openings in steel structure workshops. Background Technology

[0002] The wall frame structure of a factory building bears the loads transmitted from the walls to the building's frame columns and foundation. This structural system is called a wall frame. The wall frame mainly consists of wall purlins, wall frame columns, wind-resistant trusses, and supports. Wall purlin columns are generally supported on the foundation; when doorways are needed in the wall purlins, some wall purlin columns are supported on supporting beams.

[0003] In existing technology, when a doorway needs to be created in the wall plaster, the wall plaster is cut off and supported by a beam. The beam is then connected to two adjacent wall plaster sections, thus creating an opening in the factory wall plaster system. However, existing technology has an insurmountable drawback: while openings are achieved by cutting off one or two wall plaster sections, the opening width is relatively small, generally not exceeding 18 meters.

[0004] In view of this, based on years of experience in production and design in this and related fields, the inventor has designed a wall frame structure for opening gable walls in steel structure factory buildings through repeated experiments, in order to solve the problems existing in the prior art. Summary of the Invention

[0005] This invention proposes a wall frame structure for opening gable walls in steel structure workshops, enabling the lower part of the workshop to be open across the entire span.

[0006] To achieve the above-mentioned objectives, this invention proposes a wall frame structure for an opening gable wall in a steel structure factory building. The wall frame structure includes at least a supporting truss, two supporting truss supports, and at least one truss wall column. The two supporting truss supports are arranged in parallel and spaced apart. The two ends of the supporting truss are respectively supported on the two supporting truss supports and together with the two supporting truss supports to form an opening structure. The truss wall column is supported on the supporting truss.

[0007] As described above, in the wall frame structure for the opening gable wall of a steel structure factory building, the two supporting truss columns are vertically spaced apart, the supporting truss is horizontally arranged, and the two ends of the supporting truss are respectively supported on the top of the two truss columns.

[0008] The wall frame structure for the opening gable wall of a steel structure factory building as described above includes a plurality of truncated wall columns, which are vertically spaced apart, and the bottom end of each truncated wall column is supported on the truss.

[0009] As described above, the wall frame structure for the opening gable wall of a steel structure factory building includes a supporting truss with two upper chords and two lower chords. The cross-section of the supporting truss is rectangular. The projections of the two upper chords on the cross-section coincide with the two upper vertices of the rectangle, and the projections of the two lower chords on the cross-section coincide with the two lower vertices of the rectangle. The supporting truss also includes multiple vertical support rods. The projection of each vertical support rod on the cross-section coincides with the diagonal of the rectangle. One end of each vertical support rod is connected to the upper chord, and the other end of each vertical support rod is connected to the lower chord.

[0010] As described above, in the wall frame structure for the opening gable wall of a steel structure factory building, multiple upper chord horizontal support rods are provided between two adjacent upper chord members, and the two ends of each upper chord horizontal support rod are respectively connected to the two upper chord members; multiple lower chord horizontal support rods are provided between two adjacent lower chord members, and the two ends of each lower chord horizontal support rod are respectively connected to the two lower chord members.

[0011] As described above, in the wall frame structure for the opening gable wall of a steel structure factory building, a plurality of vertical support rods are provided between the upper chord and the lower chord below it, and the two ends of each vertical support rod are respectively connected to the upper chord and the lower chord.

[0012] As described above, in the wall frame structure for the opening gable wall of a steel structure factory building, the facade support rod, the upper chord horizontal support rod, the lower chord horizontal support, and the vertical support rod are L-shaped or circular in cross-section.

[0013] The wall frame structure for the opening gable wall of a steel structure factory building as described above, wherein the upper chord and the lower chord adopt an H-shaped cross section.

[0014] The wall frame structure for the opening gable wall of a steel structure factory building as described above further includes multiple ground-supported wall columns, which are respectively located on both sides of the supporting truss and directly supported on the ground.

[0015] The wall frame structure for the opening gable wall of a steel structure factory building as described above further includes a windproof rod, which is horizontally arranged above the supporting truss and is connected to each ground wall column and each cut-off wall column.

[0016] Compared with the prior art, the present invention has the following features and advantages:

[0017] The wall frame structure proposed in this invention for the opening gable wall of a steel structure factory building consists of two supporting truss columns and a supporting truss. The supporting truss columns support the supporting truss, and the supporting truss further supports the cut-off wall columns, ensuring sufficient support strength for the cut-off wall columns. At the same time, the spacing between the two supporting truss columns can be designed according to actual needs, thereby enabling the opening of the entire span of the factory building gable wall. Attached Figure Description

[0018] The accompanying drawings described herein are for illustrative purposes only and are not intended to limit the scope of the invention in any way. Furthermore, the shapes and proportions of the components in the drawings are merely illustrative to aid in understanding the invention and do not specifically limit the shapes and proportions of the components. Those skilled in the art, guided by the teachings of this invention, can select various possible shapes and proportions to implement the invention according to specific circumstances.

[0019] Figure 1 This is a schematic diagram of the wall frame structure for the opening gable wall of a steel structure factory building proposed in this invention;

[0020] Figure 2 yes Figure 1 A schematic diagram of the cross-sectional structure along line aa in the middle;

[0021] Figure 3 yes Figure 1 A schematic diagram of the cross-sectional structure along line bb in the middle;

[0022] Figure 4 yes Figure 1 A schematic diagram of the cross-sectional structure along the dd line.

[0023] Explanation of reference numerals in the attached figures:

[0024] 100. Wall frame structure; 10. Supporting truss;

[0025] 11. Top chord; 12. Bottom chord;

[0026] 13. Facade support rods; 14. Upper chord horizontal support rods;

[0027] 15. Lower chord horizontal support rod; 16. Vertical support rod;

[0028] 20. Supporting truss columns; 30. Cut-off wall columns;

[0029] 40. Floor-to-ceiling wall-mounted pillars; 50. Windproof poles;

[0030] 200. Factory building frame columns; 300. Factory building frame roof beams;

[0031] 400, Compression bar. Detailed Implementation

[0032] The details of the present invention can be more clearly understood by referring to the accompanying drawings and the description of specific embodiments. However, the specific embodiments of the present invention described herein are for illustrative purposes only and should not be construed as limiting the invention in any way. Under the teachings of this invention, those skilled in the art can conceive of any possible modifications based on the invention, and these should all be considered to fall within the scope of the invention.

[0033] It should be noted that when a component is referred to as "fixed to" or "set on" another component, it can be directly on the other component or there may be an intervening component. When a component is referred to as "connected to" another component, it can be directly connected to the other component or there may be an intervening component.

[0034] This invention proposes a wall frame structure 100 for use in the opening gable wall of a steel structure factory building, such as... Figures 1 to 4 As shown, the wall frame structure 100 includes at least a supporting truss 10, two supporting truss columns 20, and at least one cut-off wall skin column 30; the two supporting truss columns 20 are arranged in parallel and spaced apart, and the two ends of the supporting truss 10 are respectively supported on the two supporting truss columns 20 and form an opening structure with the two supporting truss columns 20, and the cut-off wall skin column 30 is supported on the supporting truss 10.

[0035] The wall frame structure 100 proposed in this invention for the opening gable wall of a steel structure factory building consists of two supporting truss columns 20 and a supporting truss 10 forming the opening structure. The supporting truss columns 20 support the supporting truss 10, and the supporting truss 10 supports the cut-off wall surface column 30, ensuring sufficient support strength for the cut-off wall surface column 30. At the same time, the spacing between the two supporting truss columns 20 can be designed according to actual needs, thereby enabling the opening of the entire span of the factory building gable wall.

[0036] In an optional embodiment of the present invention, two truss supports 20 are vertically spaced apart, and a truss 10 is horizontally positioned with its two ends supported on the tops of the two truss supports 20 respectively. With this structure, the two truss supports 20 and the truss 10 form a rectangular opening structure.

[0037] In an alternative embodiment, the truss support column 20 may be positioned adjacent to the factory frame column 200 to ensure the neatness and simplicity of the entire wall frame structure.

[0038] Furthermore, the truss support column 20 and the factory frame column 200 are connected by a compression member 400.

[0039] In an optional example of this embodiment, the wall frame structure 100 includes a plurality of truncated wall columns 30, which are vertically spaced apart, and the bottom end of each truncated wall column 30 is supported on a truss. Since the truss 10 and the truss support column 20 have sufficient support strength, the truncated wall columns 30 above the opening structure also have sufficient support strength, ultimately ensuring the support strength of the entire wall.

[0040] In an optional embodiment of the present invention, the truss 10 has two upper chords 11 and two lower chords 12. The cross-section of the truss is rectangular. The projections of the two upper chords 11 on the cross-section coincide with the two upper vertices of the rectangle, and the projections of the two lower chords 12 on the cross-section coincide with the two lower vertices of the rectangle. The truss 10 also includes multiple vertical support rods 13. The projection of each vertical support rod 13 on the cross-section coincides with the diagonal of the rectangle. One end of each vertical support rod 13 is connected to the upper chord 11, and the other end of the vertical support rod 13 is connected to the lower chord 12.

[0041] In an optional example of this embodiment, a plurality of upper chord horizontal support rods 14 are provided between two adjacent upper chord members 11. The plurality of upper chord horizontal support rods 14 are arranged sequentially at intervals along the length direction of the truss 10, and the two ends of each upper chord horizontal support rod 14 are respectively connected to the two upper chord members 11. A plurality of lower chord horizontal support rods 15 are provided between two adjacent lower chord members 12. The plurality of lower chord horizontal support rods 15 are arranged sequentially at intervals along the length direction of the truss 10, and the two ends of each lower chord horizontal support rod 15 are respectively connected to the two lower chord members 12, so as to further increase the structural strength of the truss 10.

[0042] In an optional example of this embodiment, a plurality of vertical support rods 16 are provided between the upper chord 11 and the lower chord 12 below it, and the two ends of each vertical support rod 16 are connected to the upper chord 11 and the lower chord 12 respectively, so as to further increase the structural strength of the truss 10.

[0043] In one optional example of this implementation, one lower chord 12 is supported on the truss support column 20, and the other lower chord 12 is supported on the factory frame column 200, so as to enhance the connection between the truss support and the main frame of the factory, further enhance the structural strength of the entire wall frame structure 100, and realize the large opening of the factory wall skin system.

[0044] In an optional example of this implementation, both the upper chord 11 and the lower chord 12 are made of steel and have an H-shaped cross-section.

[0045] In an optional example of this implementation, the facade support rod 13, the upper chord horizontal support rod 14, the lower chord horizontal support rod 15, and the vertical support rod 16 are all made of steel, and their cross-sections can be L-shaped (angle steel) or circular (round tube).

[0046] In an optional embodiment of the present invention, the wall frame structure 100 further includes a plurality of ground-supported wall columns 40, which are respectively disposed on both sides of the supporting truss 10 and directly supported on the ground. The wall frame structure 100 uses truncated wall columns 30 at the opening locations and ground-supported wall columns 40 at the non-opening locations to provide full support for the factory walls.

[0047] In an optional embodiment of the present invention, the wall frame structure 100 further includes a windproof rod 50, which is horizontally arranged above the supporting truss 10. The windproof rod is connected to each ground wall column 40 and each cut-off wall column 30 to further enhance the structural strength of the wall frame structure 100.

[0048] The wall frame structure 100 proposed in this invention can realize the opening of the gable wall of the factory building across the entire span. The opening width is the same as the span of the factory building, generally 15 meters to 40 meters. This solves the problem of the opening size being too small in the existing technology and meets the usage needs of various factory buildings.

[0049] The detailed explanations of the above embodiments are intended only to explain the present invention so as to facilitate a better understanding of the present invention. However, these descriptions should not be construed as limiting the present invention for any reason. In particular, the various features described in different embodiments can be arbitrarily combined with each other to form other embodiments. Unless there is an explicit description to the contrary, these features should be understood to be applicable to any embodiment, and not limited to the described embodiments.

Claims

1. A wall frame structure for a steel structure plant building opening gable, characterized by, The wall frame structure includes at least a supporting truss, two supporting truss columns, and at least one truss wall column; the two supporting truss columns are arranged in parallel and spaced apart, and the two ends of the supporting truss are respectively supported on the two supporting truss columns and form an opening structure with the two supporting truss columns; the truss wall column is supported on the supporting truss. The two supporting truss columns are vertically spaced apart, the supporting truss is horizontally arranged, and the two ends of the supporting truss are respectively supported on the top of the two supporting truss columns; The supporting truss has two upper chords and two lower chords. The cross-section of the supporting truss is rectangular. The projections of the two upper chords on the cross-section coincide with the two upper vertices of the rectangle, and the projections of the two lower chords on the cross-section coincide with the two lower vertices of the rectangle. The supporting truss also includes multiple facade support rods. The projection of each facade support rod on the cross-section coincides with the diagonal of the rectangle. One end of each facade support rod is connected to the upper chord, and the other end of each facade support rod is connected to the lower chord. The supporting truss column and the factory frame column are connected by compression members. One of the lower chord members is supported on the supporting truss column, and the other lower chord member is supported on the factory frame column.

2. The wall frame structure for a steel structure plant building opening gable according to claim 1, wherein The wall frame structure includes a plurality of truncated wall columns, which are vertically spaced apart, and the bottom end of each truncated wall column is supported on the truss.

3. The wall frame structure for a steel structure plant building opening gable according to claim 1, wherein Multiple upper chord horizontal support rods are provided between two adjacent upper chord rods, and the two ends of each upper chord horizontal support rod are respectively connected to the two upper chord rods; multiple lower chord horizontal support rods are provided between two adjacent lower chord rods, and the two ends of each lower chord horizontal support rod are respectively connected to the two lower chord rods.

4. The wall frame structure for a steel structure plant building opening gable according to claim 3, wherein Multiple vertical support rods are provided between the upper chord and the lower chord below it, and the two ends of each vertical support rod are respectively connected to the upper chord and the lower chord.

5. The wall framing structure for a steel structure plant building opening gable according to claim 4, wherein The facade support rod, the upper chord horizontal support rod, the lower chord horizontal support rod, and the vertical support rod are L-shaped or circular in cross-section.

6. The wall frame structure for the opening gable wall of a steel structure factory building as described in claim 1, characterized in that, The upper chord and the lower chord have an H-shaped cross-section.

7. The wall frame structure for the opening gable wall of a steel structure factory building as described in claim 1, characterized in that, The wall frame structure also includes multiple ground-mounted wall columns, which are respectively located on both sides of the supporting truss and directly supported on the ground.

8. The wall frame structure for the opening gable wall of a steel structure factory building as described in claim 7, characterized in that, The wall frame structure also includes windproof rods, which are horizontally positioned above the supporting truss and connected to each ground-mounted wall column and each truss column.

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