CN217734639U - Support structure for diagonal rainshed - Google Patents
Support structure for diagonal rainshed Download PDFInfo
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- CN217734639U CN217734639U CN202221460647.9U CN202221460647U CN217734639U CN 217734639 U CN217734639 U CN 217734639U CN 202221460647 U CN202221460647 U CN 202221460647U CN 217734639 U CN217734639 U CN 217734639U
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Abstract
The utility model relates to a draw formula bearing structure for canopy to one side relates to canopy bearing structure technical field, and the bearing structure who aims at improving the canopy is comparatively simple, leads to the joint strength's of canopy problem. A supporting structure for an inclined-pulling type canopy comprises two groups of beam frames and a first cross rod arranged between the two groups of beam frames; and a second cross rod is arranged on one side of the beam frame, a plurality of groups of first connecting rods are arranged between the first cross rod and the second cross rod at intervals, and a second connecting rod is obliquely arranged between the end parts of the adjacent first connecting rods. This application has the effect that improves the joint strength of canopy.
Description
Technical Field
The application relates to canopy bearing structure technical field, especially relates to a draw formula bearing structure for canopy to one side.
Background
At present, a rain shed is a building assembly which is built on an entrance or a top balcony of a building and is used for keeping out wind and rain and preventing high-altitude falling objects from being injured by crashing.
In the related art, referring to fig. 1, a canopy supporting structure includes two beam frames 1 vertically disposed on the ground, a first cross bar 11 is disposed between two sets of beam frames 1, and two sets of connecting rods 101 are welded and fixed to both ends of the first cross bar 11 in the length direction. Two sets of connecting rods 101 all lie in same one side of first horizontal pole 11, and two sets of connecting rods 101 keep away from the one end of first horizontal pole 11 and be provided with second horizontal pole 12 jointly to realize putting up of canopy bearing structure.
In view of the above-mentioned related art, the inventors found that at least the following problems exist in the art: the supporting structure of canopy is comparatively simple, leads to the joint strength of canopy relatively poor, when meeting with extreme weather such as storm, torrential rain, the canopy easily takes place the phenomenon of scattering the frame, so await improvement.
SUMMERY OF THE UTILITY MODEL
In order to improve the bearing structure of canopy comparatively simple, lead to the relatively poor problem of joint strength of canopy, this application provides a draw formula bearing structure for canopy to one side.
The application provides a pair of draw formula bearing structure for canopy to one side adopts following technical scheme:
a supporting structure for an inclined-pulling type canopy comprises two groups of beam frames and a first cross rod arranged between the two groups of beam frames; and a second cross rod is arranged on one side of the beam frame, a plurality of groups of first connecting rods are arranged between the first cross rod and the second cross rod at intervals, and a second connecting rod is obliquely arranged between the end parts of the adjacent first connecting rods.
Through adopting above-mentioned technical scheme, the first connecting rod that many intervals set up has increased the junction between first horizontal pole and the second horizontal pole, with the yielding rectangular structure that first horizontal pole, second horizontal pole and two sets of connecting rods enclose among the correlation technique, cut apart into a plurality of miniature rectangular structure, and through setting up the second connecting rod, cut apart into stable triangular structure with all miniature rectangular structure, thereby joint strength and connection stability between first horizontal pole and the second horizontal pole have been increased, further joint strength that has increased the canopy.
Preferably, two sets of roof beam structure lateral wall that is close to each other all is provided with the backup pad that is used for supporting first horizontal pole, each the backup pad is kept away from and is provided with the reinforcing plate between the lateral wall of first horizontal pole and the roof beam structure.
By adopting the technical scheme, the contact connection between the first cross rod and the beam frame is increased by the support plate, and a support point is provided for the arrangement of the first cross rod, so that the connection stability between the first cross rod and the beam frame is improved; the reinforcing plate is arranged to serve as the reinforcing rib, so that the supporting function is achieved for the supporting plate, the phenomenon that the supporting plate is deformed is reduced, and the connecting strength of the supporting plate and the beam frame is improved.
Preferably, a reinforcing component for increasing the connection strength of the first cross bar and the second cross bar is arranged between the first cross bar and the second cross bar.
Through adopting above-mentioned technical scheme, strengthen the subassembly and increased the joint strength between first horizontal pole and the second horizontal pole to the holistic joint strength of canopy has been improved.
Preferably, the reinforcing component comprises a fixing rod, a vertical rod and an inclined rod, the fixing rod is arranged between the top ends of the two groups of beam frames, the vertical rod is arranged between the fixing rod and the first cross rod, and the inclined rod is obliquely arranged between the vertical rod and the second cross rod.
By adopting the technical scheme, the connecting performance between the two groups of beam frames is increased by the fixing rod, and the phenomenon that the two groups of beam frames shake in extreme weather is reduced; the effect that the down tube has played to pull and promote to the second horizontal pole has increased the tie point between first horizontal pole and the second horizontal pole, and when having reduced extreme weather, the phenomenon that rocks appears in the relative first horizontal pole of second horizontal pole.
Preferably, a diagonal brace is obliquely arranged between each beam frame and the first cross bar.
Through adopting above-mentioned technical scheme, diagonal brace, roof beam structure and first horizontal pole form stable triangular structure, have increased structural stability and joint strength between first horizontal pole and the roof beam structure.
Preferably, support rods are obliquely arranged between the two ends of the second transverse rod in the length direction and the beam frame respectively.
Through adopting above-mentioned technical scheme, be located roof beam structure, bracing piece and the first connecting rod of the same end of first horizontal pole and form stable triangle-shaped structure, increased structural stability and joint strength between second horizontal pole and the roof beam structure.
Preferably, two sets of support rods are arranged at one end of the second cross rod in the length direction, and the two sets of support rods are respectively located on two sides of the second cross rod in the height direction.
Through adopting above-mentioned technical scheme, the bracing piece that is located second horizontal pole top has exerted traction force to the second horizontal pole, and the bracing piece that is located second horizontal pole below has exerted support force to the second horizontal pole to form stable triangle-shaped structure through roof beam structure, bracing piece and the first connecting rod that are located the same one end of second horizontal pole, thereby improved the joint strength and the connection stability of second horizontal pole and roof beam structure.
Preferably, each be provided with the diagonal draw bar between roof beam structure and the second horizontal pole, each the tip that the diagonal draw bar is close to the second horizontal pole all links to each other with the middle part of second horizontal pole.
Through adopting above-mentioned technical scheme, the oblique pull rod has exerted the traction effort to the second horizontal pole to share the bearing load of partly second horizontal pole, thereby increased the joint strength and the connection stability of second horizontal pole with the roof beam structure.
In summary, the present application includes at least one of the following beneficial technical effects:
1. set up the first connecting rod of multiunit and connect the second connecting rod between adjacent first connecting rod through the interval, cut apart into a plurality of stable triangle-shaped structures with the region between first horizontal pole and the second horizontal pole to the stability of being connected and joint strength between first horizontal pole and the second horizontal pole have been increased.
2. Through setting up dead lever, montant and down tube, increased the tie point between first horizontal pole and the second horizontal pole, the down tube has played the effort of pulling and promoting to the second horizontal pole simultaneously to joint strength and connection stability between first horizontal pole and the second horizontal pole have been improved.
Drawings
FIG. 1 is a schematic view of a canopy support structure of the related art;
fig. 2 is a schematic structural view of a support structure for a cable-stayed canopy according to an embodiment of the present application;
fig. 3 is a schematic view of the connection for showing the positional relationship of the first cross bar, the second cross bar and the beam frame.
Description of the reference numerals:
1. a beam frame; 101. a connecting rod; 11. a first cross bar; 111. a diagonal brace; 12. a second cross bar; 121. a support bar; 122. a diagonal member; 2. a first link; 21. a second link; 3. a support plate; 31. a reinforcing plate; 4. a reinforcement assembly; 41. a fixing rod; 42. a vertical rod; 43. a diagonal rod.
Detailed Description
The present application is described in further detail below with reference to figures 2-3.
The embodiment of the application discloses draw formula bearing structure for canopy to one side. Referring to fig. 2 and 3, the support structure for the cable-stayed canopy comprises two groups of beam frames 1 which are pre-embedded on the ground, and the two groups of beam frames 1 are placed on the ground along the vertical direction. The two groups of beam frames 1 are fixedly welded with supporting plates 3 on the side walls close to each other, the two groups of supporting plates 3 are positioned on the same horizontal plane, and reinforcing plates 31 are fixedly welded between the lower surface of each group of supporting plates 3 and the corresponding beam frame 1. In the present embodiment, the reinforcing plate 31 has a triangular shape, thereby increasing the coupling strength of the support plate 3 with the beam frame 1.
Referring to fig. 2 and 3, a first cross bar 11 is welded between two sets of beam frames 1, the end parts of both ends of the first cross bar 11 in the length direction are both placed on the supporting plate 3, and the end part of the first cross bar 11 is welded and fixed with the supporting plate 3. One of them side lateral wall welded fastening of first horizontal pole 11 has many first connecting rods 2, and all first connecting rods 2 all follow the length direction interval distribution of first horizontal pole 11, and the common welded fastening of the one end that first horizontal pole 11 was kept away from to all first connecting rods 2 has second horizontal pole 12.
Referring to fig. 2 and 3, a second link 21 is welded and fixed between any two adjacent sets of first links 2 in an inclined manner, and an end of the second link 21 is welded and fixed to an end of the first link 2 on both sides of the second link 21. Through setting up first connecting rod 2 and second connecting rod 21, cut apart into a plurality of stable triangle-shaped structures between first horizontal pole 11 and the second horizontal pole 12 to increased the joint strength of first horizontal pole 11 with second horizontal pole 12, increased the structural strength and the structural stability of whole canopy.
Referring to fig. 2 and 3, each beam frame 1 is welded with a diagonal brace 111 obliquely between a side wall near the first rail 11 and an upper surface of the first rail 11. The two groups of inclined supporting rods 111 are symmetrically arranged at two ends of the first cross rod 11 in the length direction by using the middle part of the first cross rod 11, and one ends of the two groups of inclined supporting rods 111 close to the first cross rod 11 are welded and fixed with the middle part of the first cross rod 11. A stable triangular structure is formed by the first cross bar 11, the diagonal stay 111, and the beam frame 1, thereby increasing the coupling strength and coupling stability of the first cross bar 11 with the beam frame 1.
Referring to fig. 2 and 3, a reinforcing assembly 4 is disposed between the first cross bar 11 and the second cross bar 12, and the reinforcing assembly 4 includes a fixing rod 41, a vertical rod 42, and a diagonal rod 43. The fixing rod 41 is welded and fixed between the two sets of beam frames 1, and the fixing rod 41 is located at the top ends of the two sets of beam frames 1. The vertical rod 42 is welded and fixed between the fixed rod 41 and the first cross rod 11 along the vertical direction, the inclined rod 43 is located above the first cross rod 11, one end of the inclined rod 43 in the length direction is welded and fixed with the vertical rod 42, and the other end of the inclined rod 43 in the length direction is welded and fixed with the second cross rod 12.
Referring to fig. 2 and 3, the two ends of the second cross bar 12 in the length direction are welded and fixed with the support bars 121, one ends of the two groups of support bars 121 far away from the second cross bar 12 are welded and fixed with the two groups of beam frames 1, and the support bars 121 are obliquely arranged between the second cross bar 12 and the beam frames 1. The support bar 121, the first link 2 and the beam frame 1, which are located at the same end of the second cross bar 12, form a stable triangular structure, thereby increasing the coupling strength and coupling stability of the second cross bar 12 with the beam frame 1.
Referring to fig. 2 and 3, two sets of support bars 121 are disposed at both sides of the second rail 12 in the height direction, the support bars 121 located above the second rail 12 apply traction to the second rail 12, and the support bars 121 located below the second rail 12 apply support force to the second rail 12, thereby improving the connection strength and connection stability of the second rail 12 to the beam frame 1.
Referring to fig. 2 and 3, two sets of beam mounts 1 are connected with oblique pull rod 122 respectively between the second horizontal pole 12, and two sets of oblique pull rods 122 set up with the middle part symmetry of second horizontal pole 12, and two sets of oblique pull rod 122 are close to the one end of second horizontal pole 12 all with the middle part welded fastening of second horizontal pole 12.
The implementation principle of the support structure for the cable-stayed canopy in the embodiment of the application is as follows:
an operator firstly welds and fixes the support plate 3 on the side walls of the two groups of beam frames 1 which are close to each other, and then welds the reinforcing plate 31 between the support plate 3 and the beam frames 1. Then, the first cross bar 11 is hoisted to the two groups of support plates 3, and the end parts of the first cross bar 11 are welded and fixed with the support plates 3 and the beam frame 1, so that the first cross bar 11 is fixedly connected between the two groups of beam frames 1.
A plurality of first connecting rods 2 are welded on the side wall of the same side of the first cross rod 11 at intervals, and a second cross rod 12 is welded and fixed at one end of each first connecting rod 2 far away from the first cross rod 11, so that the second cross rod 12 is installed. Weld fixation second connecting rod 21 between the tip with two sets of adjacent first connecting rods 2, through cut apart into a plurality of stable triangle-shaped structures between first horizontal pole 11 and the second horizontal pole 12 to the joint strength and the connection stability of first horizontal pole 11 with second horizontal pole 12 have been improved.
The above are all preferred embodiments of the present application, and do not sequentially limit the scope of the present application, so: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. A support structure for a cable-stayed canopy comprises two groups of beam frames (1) and a first cross rod (11) arranged between the two groups of beam frames (1); the method is characterized in that: two roof beam structure (1) one side is provided with second horizontal pole (12), the interval is provided with multiunit first connecting rod (2) between first horizontal pole (11) and second horizontal pole (12), and adjacent slope is provided with second connecting rod (21) between the tip of first connecting rod (2).
2. The support structure for a cable-stayed canopy according to claim 1, wherein: two sets of the lateral wall that roof beam structure (1) is close to each other all is provided with backup pad (3) that are used for supporting first horizontal pole (11), each be provided with reinforcing plate (31) between the lateral wall that first horizontal pole (11) are kept away from in backup pad (3) and roof beam structure (1).
3. The support structure for a cable-stayed canopy according to claim 1, wherein: and a reinforcing component (4) for increasing the connection strength of the first cross bar (11) and the second cross bar (12) is arranged between the first cross bar (11) and the second cross bar (12).
4. The support structure for a cable-stayed canopy according to claim 3, wherein: the reinforcing component (4) comprises a fixing rod (41), a vertical rod (42) and an inclined rod (43), wherein the fixing rod (41) is arranged between the top ends of the two groups of beam frames (1), the vertical rod (42) is arranged between the fixing rod (41) and the first cross rod (11), and the inclined rod (43) is obliquely arranged between the vertical rod (42) and the second cross rod (12).
5. The support structure for a cable-stayed canopy according to claim 4, wherein: inclined supporting rods (111) are obliquely arranged between each beam frame (1) and the first cross rod (11).
6. The support structure for a cable-stayed canopy according to claim 4, wherein: and support rods (121) are obliquely arranged between the two ends of the second cross rod (12) in the length direction and the beam frame (1) respectively.
7. The support structure for a cable-stayed canopy according to claim 6, wherein: two groups of supporting rods (121) are arranged at one end of the second cross rod (12) in the length direction, and the two groups of supporting rods (121) are respectively arranged at two sides of the second cross rod (12) in the height direction.
8. The support structure for a cable-stayed canopy according to claim 6, wherein: each all be provided with oblique pull rod (122) between roof beam structure (1) and second horizontal pole (12), each pull rod (122) links to each other with the middle part of second horizontal pole (12) to one side the tip that is close to second horizontal pole (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221460647.9U CN217734639U (en) | 2022-06-10 | 2022-06-10 | Support structure for diagonal rainshed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221460647.9U CN217734639U (en) | 2022-06-10 | 2022-06-10 | Support structure for diagonal rainshed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217734639U true CN217734639U (en) | 2022-11-04 |
Family
ID=83840539
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221460647.9U Active CN217734639U (en) | 2022-06-10 | 2022-06-10 | Support structure for diagonal rainshed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217734639U (en) |
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2022
- 2022-06-10 CN CN202221460647.9U patent/CN217734639U/en active Active
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