Steel structure corridor and span ladder support roof connecting node

Abstract

The invention discloses a steel structure corridor and span ladder support roof connecting node which comprises a corridor roof panel and a support roof panel, the support roof panel is higher than the corridor roof panel, the support roof panel is installed on a support top frame, support stand columns are connected to the four corners of the bottom of the support top frame, and upper wall purlins are arranged on the outer sides of end beams of the support top frame in parallel. A first horizontal plate is vertically connected to the middle of the outer side of the support top frame end beam, the bottom of the outer side of the first horizontal plate is detachably connected with an upper wall purlin, a lower wall purlin is arranged below the upper wall purlin, the middle of the upper wall purlin and the middle of the lower wall purlin are connected through a supporting rod, the ends of the upper wall purlin and the lower wall purlin are connected through edge sealing purlins, and the back sides of the upper wall purlin and the lower wall purlin are detachably connected with support stand columns. And an upper wall plate is arranged between the outer end faces of the upper wall purlin and the lower wall purlin and the gallery roof panel. According to the connecting joint of the steel structure corridor and the span ladder support roof, through the modular detachable design, the upper wall plate can be rapidly disassembled and assembled, and the deformation resistance and the reusability are both considered.

Description

Technical Field

[0001] The present invention relates to the field of steel structure buildings, in particular to a connection node between a steel structure corridor and a span ladder support roof. Background Art

[0002] The gap between the steel corridor and the roof panel of the ladder support leads to the exposed portion above the interface between the steel corridor and the ladder support. Existing technologies typically use upper wall panels welded together or bolted together, resulting in non-removable joints and poor reusability. This connection structure also suffers from insufficient rigidity, susceptibility to temperature deformation leading to leakage, and inconvenient maintenance. It is difficult to adapt to the dynamic load requirements of complex terrain or industrial scenarios. An innovative connection solution that balances stability, removability, and durability is urgently needed. Summary of the Invention

[0003] The purpose of the present invention is to provide a connection node between a steel structure corridor and a span ladder support roof to solve the problems existing in the prior art.

[0004] The object of the present invention is achieved as follows: a connection node between a steel structure corridor and a cross-span ladder support roof, comprising a corridor roof panel and a support roof panel, the height of the support roof panel being higher than the height of the corridor roof panel, the support roof panel being installed on the support top frame, the four corners of the bottom of the support top frame being connected to support columns, an upper wall purlin is arranged parallel to the outer side of the support top frame end beam, a first horizontal plate is vertically connected to the middle part of the outer side of the support top frame end beam, the bottom of the outer side of the first horizontal plate is detachably connected to the upper wall purlin, a lower wall purlin is arranged below the upper wall purlin, the middle part between the upper wall purlin and the lower wall purlin is connected by a strut, and the ends are connected by edge sealing purlins, the back sides of the upper wall purlin and the lower wall purlin are detachably connected to the support columns, and an upper wall panel is provided between the outer end faces of the upper wall purlin and the lower wall purlin and the corridor roof panel.

[0005] The connection node between the steel structure corridor and the over-span ladder support roof of the present invention adopts a modular and detachable design (such as the combination of upper and lower wall purlins, support rods and edge-sealing purlins) to achieve rapid disassembly and assembly of the upper wall panel, taking into account both anti-deformation ability and reusability, thereby ensuring the long-term stability and functional reliability of the overall structure in harsh environments.

[0006] As a further improvement of the present invention, the end beam of the bracket top frame adopts an I-beam, and a first stiffening plate is provided between the inner side of the web of the I-beam and the upper and lower wing plates, a second stiffening plate is provided between the outer side of the web of the I-beam and the lower wing plate and the first horizontal plate, and a third stiffening plate is provided between the outer side of the web of the I-beam and the upper wing plate and the first horizontal plate to enhance the local stiffness and bearing capacity of the end beam, and a first bolt hole is provided at the corresponding position of the first horizontal plate and the upper wall purlin to improve the node disassembly and construction efficiency through bolt connection.

[0007] As a further improvement of the present invention, an upper connecting plate is vertically welded and fixed inside the upper wall purlin, and a lower connecting plate is vertically welded on the outside of the lower wall purlin. The upper end of the support rod is welded and fixed to the upper connecting plate, and the lower end is welded and fixed to the lower connecting plate, thereby strengthening the force transmission path between the purlins, reducing the risk of deformation, and ensuring the overall stability of the structure.

[0008] As a further improvement to the present invention, the support columns are I-beams, with second horizontal plates installed at the connection points between the I-beams and the upper and lower purlins, respectively. The inner side of the second horizontal plate is welded to the web of the I-beam, and the outer side of the second horizontal plate overlaps the upper or lower purlin. Second bolt holes are provided at the corresponding positions between the second horizontal plate and the upper or lower purlin, and a fourth stiffening plate is installed between the outer side of the I-beam web and the second horizontal plate. This optimizes the modular assembly of the support columns and purlins, improving load-bearing capacity and connection reliability, and adapting to different height requirements.

[0009] As a further improvement of the present invention, the cross-section of the edge-sealed purlin is L-shaped, with one inner side abutting the end faces of the adjacent upper and lower wall purlins, and the other inner side face abutting the outer side faces of the adjacent upper and lower wall purlins, resulting in a simple structure and reliable connection.

[0010] As a further improvement of the present invention, the cross-sections of the upper wall purlin and the lower wall purlin are C-shaped with the opening facing downward, and the cross-section of the support rod is L-shaped, which has high structural strength and is easy to connect and construct.

[0011] As a further improvement of the present invention, reinforcing plates are provided at the bottoms of both ends of the upper wall purlin and the lower wall purlin to improve the bending strength of the purlin ends. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 It is a schematic diagram of the connection node between the steel structure corridor and the span ladder support roof of the present invention.

[0013] Figure 2 It is a schematic diagram of the connection between the upper wall purlin and the bracket top frame end beam of the connection node between the steel structure corridor and the span ladder bracket roof of the present invention.

[0014] Figure 3 for Figure 2 Top view of .

[0015] Figure 4 It is a schematic diagram of the connection between the lower wall purlin and the support rod of the connection node between the steel structure corridor and the roof of the over-span ladder support of the present invention.

[0016] Figure 5 It is a schematic diagram of the connection between the upper wall purlin or lower wall purlin and the support column of the connection node between the steel structure corridor and the cross-span ladder support roof of the present invention.

[0017] Figure 6 for Figure 5 Top view of .

[0018] Among them, 1 corridor roof panel, 2 bracket roof panel, 3 bracket column, 4 bracket top frame end beam, 5 upper wall purlin, 6 lower wall purlin, 7 first horizontal plate, 8 first stiffening plate, 9 second stiffening plate, 10 third stiffening plate, 11 first bolt hole, 12 support rod, 13 edge purlin, 14 upper connecting plate, 15 lower connecting plate, 16 second horizontal plate, 17 second bolt hole, 18 fourth stiffening plate, 19 reinforcement plate. DETAILED DESCRIPTION

[0019] like Figure 1-6 The connection node between the steel structure corridor and the over-span ladder support roof shown in the figure includes corridor roof panel 1 and support roof panel 2. The support roof panel 2 is higher than the corridor roof panel 1. The support roof panel 2 is installed on the support top frame, and the four corners of the support top frame are connected to the support columns 3.

[0020] An upper wall purlin 5 is arranged parallel to the outer side of the bracket top frame end beam 4. A first horizontal plate 7 is vertically connected to the middle part of the outer side of the bracket top frame end beam 4, and the outer bottom of the first horizontal plate 7 is detachably connected to the upper wall purlin 5. Specifically, the bracket top frame end beam 4 adopts an I-beam, and a first stiffening plate 8 is provided between the inner side of the web of the I-beam and the upper and lower wing plates, a second stiffening plate 9 is provided between the outer side of the web of the I-beam and the lower wing plate and the first horizontal plate 7, and a third stiffening plate 10 is provided between the outer side of the web of the I-beam and the upper wing plate and the first horizontal plate 7 to enhance the local stiffness and bearing capacity of the end beam. A first bolt hole 11 is provided at the corresponding position of the first horizontal plate 7 and the upper wall purlin 5. There are 4 first bolt holes 11, which are respectively provided on both sides of the third stiffening plate 10. The node disassembly and construction efficiency are improved through bolt connection.

[0021] A lower wall purlin 6 is provided below the upper wall purlin 5. The upper wall purlin 5 and the lower wall purlin 6 are connected in the middle by a support rod 12 and at the ends by an edge banding purlin 13. In this embodiment, there are three support rods 12, which are respectively provided at the ridge position of the corridor roof panel 1 and the middle of the sloped roof of the corridor roof panel 1. Specifically, Figure 2 、 Figure 4 As shown in the diagram of the connection between brace 12 and the ridge of the corridor roof panel 1, the upper and lower purlins 5 and 6 have a downward-facing C-shaped cross-section, while the brace 12 has an L-shaped cross-section. An upper connecting plate 14 is vertically welded to the interior of the upper purlin 5, while a lower connecting plate 15 is vertically welded to the exterior of the lower purlin 6. The upper side of the brace 12 is welded to the upper connecting plate 14, while the lower side of the brace 12 is welded to the lower connecting plate 15. This strengthens the force transmission path between the purlins, reduces the risk of deformation, and ensures the overall stability of the structure.

[0022] The back sides of the upper wall purlin 5 and the lower wall purlin 6 are detachably connected to the support column 3. Specifically, Figure 5-6As shown, the bracket column 3 adopts an I-beam column, and a second horizontal plate 16 is provided at the connection position of the I-beam column corresponding to the upper wall purlin 5 and the lower wall purlin 6. The inner side of the second horizontal plate 16 is welded and fixed to the web of the I-beam column, and the outer side of the second horizontal plate 16 is overlapped with the upper wall purlin 5 or the lower wall purlin 6. Second bolt holes 17 are provided at positions corresponding to the second horizontal plate 16 and the upper wall purlin 5 or the lower wall purlin 6. A fourth stiffening plate 14 is provided between the outer side of the I-beam column web and the second horizontal plate 16. The number of second bolt holes 17 is 4, which are respectively arranged on both sides of the fourth stiffening plate 14.

[0023] like Figure 1 、 Figure 6 As shown, the edge purlin 13 has an L-shaped cross-section, with one inner side contacting the end faces of the adjacent upper and lower purlins 5 and 6, and the other inner side contacting the outer sides of the adjacent upper and lower purlins 5 and 6. This provides a simple structure and a reliable connection. Reinforcement plates 19 are provided at the bottom of each end of the upper and lower purlins 5 and 6 to increase the bending strength of the purlin ends.

[0024] The arrangement of upper and lower purlins 5 and 6 at the connection point between the steel structure corridor and the over-span ladder support roof provides strong support for the installation of the upper wall panels. The connection between the upper wall panels and the upper and lower purlins 5 and 6 is conventional. To prevent rain leakage, a bent plate can be installed at the lower edge of the upper wall panels to overlap the corridor roof panel 1. This is also conventional and will not be described in detail here.

[0025] The present invention is not limited to the above-mentioned embodiments. On the basis of the technical solutions disclosed in the present invention, those skilled in the art can make some substitutions and modifications to some of the technical features therein according to the disclosed technical content without creative labor, and these substitutions and modifications are all within the protection scope of the present invention.

Claims

1. A connection node between a steel structure corridor and a span ladder support roof, comprising a corridor roof panel and a support roof panel, wherein the support roof panel is higher than the corridor roof panel, and characterized in that: The support roof panel is installed on the support top frame, and the four corners of the bottom of the support top frame are connected to support columns. An upper wall purlin is arranged parallel to the outer side of the support top frame end beam, and a first horizontal plate is vertically connected to the middle part of the outer side of the support top frame end beam. The bottom of the outer side of the first horizontal plate is detachably connected to the upper wall purlin, and a lower wall purlin is provided below the upper wall purlin. The middle part between the upper wall purlin and the lower wall purlin is connected by a support rod, and the ends are connected by edge sealing purlins. The back sides of the upper wall purlin and the lower wall purlin are detachably connected to the support columns, and an upper wall panel is provided between the outer end surfaces of the upper wall purlin and the lower wall purlin and the corridor roof panel.

2. The connection node between the steel structure corridor and the cross-span ladder support roof according to claim 1 is characterized by: The end beam of the bracket top frame adopts an I-beam, and a first stiffening plate is provided between the inner side of the web of the I-beam and the upper and lower wing plates, a second stiffening plate is provided between the outer side of the web of the I-beam and the lower wing plate and the first horizontal plate, and a third stiffening plate is provided between the outer side of the web of the I-beam and the upper wing plate and the first horizontal plate, and a first bolt hole is provided at the corresponding position of the first horizontal plate and the upper wall purlin.

3. The connection node between the steel structure corridor and the cross-span ladder support roof according to claim 2 is characterized by: An upper connecting plate is vertically welded inside the upper wall purlin, a lower connecting plate is vertically welded outside the lower wall purlin, the upper end of the support rod is welded and fixed to the upper connecting plate, and the lower end is welded and fixed to the lower connecting plate.

4. The connection node between the steel structure corridor and the cross-span ladder support roof according to claim 1 is characterized by: The bracket column adopts an I-beam column, and the I-beam column is provided with a second horizontal plate at the connection position corresponding to the upper wall purlin and the lower wall purlin. The inner side of the second horizontal plate is welded and fixed to the web of the I-beam column, and the outer side of the second horizontal plate is overlapped with the upper wall purlin or the lower wall purlin. The second horizontal plate is provided with a second bolt hole at the corresponding position of the upper wall purlin or the lower wall purlin, and a fourth stiffening plate is provided between the outer side of the web of the I-beam column and the second horizontal plate.

5. The connection node between the steel structure corridor and the cross-span ladder support roof according to any one of claims 1 to 4, characterized in that: The cross section of the edge sealing purlin is L-shaped, with one inner side abutting against the end faces of the adjacent upper wall purlin and lower wall purlin, and the other inner side abutting against the outer side faces of the adjacent upper wall purlin and lower wall purlin.

6. The connection node between the steel structure corridor and the cross-span ladder support roof according to any one of claims 1 to 4, characterized in that: The cross sections of the upper wall purlin and the lower wall purlin are C-shaped with the opening facing downward, and the cross section of the support rod is L-shaped.

7. The connection node between the steel structure corridor and the cross-span ladder support roof according to any one of claims 1 to 4, characterized in that: Reinforcement plates are provided at the bottoms of both ends of the upper wall purlin and the lower wall purlin.

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