CN210767992U - Floor type steel structure awning - Google Patents
Floor type steel structure awning Download PDFInfo
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- CN210767992U CN210767992U CN201921518089.5U CN201921518089U CN210767992U CN 210767992 U CN210767992 U CN 210767992U CN 201921518089 U CN201921518089 U CN 201921518089U CN 210767992 U CN210767992 U CN 210767992U
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- awning
- bracing piece
- top frame
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- steel structure
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Abstract
The utility model belongs to the technical field of house construction, a console mode steel construction canopy is disclosed, its technical scheme main points are including setting up the top frame in discrepancy passageway top, the top frame upper berth is hung there is the glass board, still including the girder steel skeleton that sets up in top frame both sides, the girder steel skeleton is on a parallel with discrepancy passageway setting, girder steel skeleton top and top frame rigid coupling, and girder steel skeleton bottom is equipped with down the crab-bolt and links to each other with ground, and girder steel skeleton is spread on discrepancy passageway one side dorsad and is hung there is the side glass board, has and to stop the rainwater edgewise to waft to the discrepancy passageway in, avoids the pedestrian to be drenched by the rain, and overall structure is stable, and load distribution is comparatively even, the longer effect of life.
Description
Technical Field
The utility model relates to a house construction's technical field, in particular to console mode steel construction rain awning.
Background
A rain fly is a building component installed above a door opening or window for blocking rain. In order to facilitate the entrance and exit of people, a large-scale steel structure rain shed is often arranged at a main entrance and exit of a building.
Chinese patent with publication number CN204551934U discloses a steel structure awning, which comprises an awning bracket, the right end of the awning bracket is connected with a factory building steel column, a first awning purline is connected with the right end of the awning bracket, a second awning purline is connected with the left end of the awning bracket, a third awning purline is connected with the first awning purline and the second awning purline, an awning top plate is connected with the first awning purline and the second awning purline, a lower awning plate is connected with the lower part of the first awning purline and the lower part of the second awning purline, a first awning sealing plate is connected with the left end of the awning top plate, a second awning sealing plate is connected with the left end of the awning bottom plate, a first awning rear sealing plate is connected with the right end of the awning top plate, a second awning rear sealing plate is connected with the awning bottom plate, a brace is connected with the upper awning top plate, and water outlets are arranged on two sides of the first awning front end.
The steel-structure awning is simple in structure and convenient to manufacture, but cannot shield the side face of the access passage in the actual use process. If the rain cover is blown by wind in the rainy period, the rain water is easy to float into the lower part of the rain cover to wet the pedestrians. In addition, the steel structure awning adopts an overhanging type structure, the gravity center of the steel structure awning is far away from the connection point of the steel structure awning and the wall surface, and the steel structure awning has large load on the connection structure. When the connecting structure is rusted or aged, the connecting structure is easily broken and disintegrated.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a console mode steel construction canopy has and to stop that the rainwater edgewise wafts to the discrepancy passageway in, avoids the pedestrian to be drenched by the rain, and overall structure is stable, and load distribution is comparatively even, the longer advantage of life.
The above technical purpose of the present invention can be achieved by the following technical solutions:
the utility model provides a console mode steel construction canopy, is including setting up the top frame in the access way top, the top frame upper berth is hung glass board, still including setting up the girder steel skeleton in top frame both sides, the girder steel skeleton is on a parallel with the access way setting, girder steel skeleton top and top frame rigid coupling, and girder steel skeleton bottom is equipped with down the crab-bolt and links to each other with ground, and girder steel skeleton is spread on one side of access way dorsad and is hung there is the side glass board.
Through adopting above-mentioned technical scheme, set up the girder steel skeleton in discrepancy passageway both sides, form the support to top frame, lay simultaneously on the girder steel skeleton and hang the side glass board, intercept the rainwater, can block that the rainwater edgewise wafts to the discrepancy passageway in, avoid the pedestrian to be drenched by the rain, and overall structure is stable, and load distribution is comparatively even, and life is longer, can also increase the degree of discerning of access & exit simultaneously, makes the building more pleasing to the eye.
Furthermore, the top frame includes bailey frames and a plurality of supporting beams that set up in pairs, bailey frame and girder steel skeleton correspond respectively, the top rigid coupling of bailey frame and girder steel skeleton, the supporting beam sets up along the horizontal direction to be perpendicular with the access way, and the supporting beam is arranged along the axis direction of access way, and the supporting beam both ends respectively with two bailey frames rigid couplings.
Through adopting above-mentioned technical scheme, the top frame sets up along the width direction of access way, and its whole trend is decided by the side shape, adopts the bailey frame as the side of top frame, and it is comparatively convenient when the combination is torn open, is convenient for model the top frame, need not to make the girder steel of specific shape.
Furthermore, a plurality of stay cables are stretched between the bailey frames and the building wall surface, the bottom ends of the stay cables are fixedly connected with the bailey frames, and the top ends of the stay cables are connected with the building wall surface.
Through adopting above-mentioned technical scheme, set up the suspension cable, can with the top frame with go up on the partial gravity transmission of glass board to building wall, undertake by building wall, reduce the pressure that girder steel skeleton bore.
Further, be equipped with the bracing piece between girder steel skeleton and the discrepancy passageway, the bracing piece slope sets up, bracing piece bottom and girder steel skeleton rigid coupling, and the glass board is passed at the bracing piece top, and the bracing piece top is equipped with the crab-bolt and links to each other with the building wall, the suspension cable top links to each other with the bracing piece, and the suspension cable passes through the bracing piece and links to each other with the building wall.
Through adopting above-mentioned technical scheme, the suspension cable passes through the bracing piece and links to each other with building wall, because the bracing piece slope sets up, the suspension cable exerts in the middle of the pulling force of bracing piece partly through bracing piece conduction to ground, and remaining pulling force then is undertaken by last crab-bolt, can alleviate building wall atress.
Furthermore, a prestressed anchorage device matched with the stay cable is fixedly connected to the support rod.
Through adopting above-mentioned technical scheme, set up the prestressed anchorage utensil on the bracing piece, can carry out the prestressing force tensioning of certain degree to the cable, guarantee to have sufficient tension on the cable, share the pressure that the girder steel skeleton received.
Furthermore, the supporting rods are sleeved with elastic sealing rings in pairs, and the elastic sealing rings are respectively connected with the upper surface and the lower surface of the upper glass plate in a glued mode.
Through adopting above-mentioned technical scheme, elastic seal centre gripping is in last glass board both sides, and is articulated with last glass board, can strengthen the leakproofness of bracing piece and last glass board junction, prevents that the rainwater from leaking from this department.
Furthermore, a connecting beam is arranged between the supporting beams and is perpendicular to the supporting beams.
Through adopting above-mentioned technical scheme, set up the connection roof beam, form latticed structure with the supporting beam cooperation, be convenient for install the glass board.
Furthermore, two side edges of the upper glass plate protrude out of one side of the side glass plate back to the access passage.
Through adopting above-mentioned technical scheme, go up the both sides limit of glass board and outwards extend, can play better effect of sheltering from, avoid the rainwater to get into the awning inboard from the space between side glass board top and the last glass board.
To sum up, the utility model discloses following beneficial effect has:
1. the rain-proof cover can prevent rainwater from drifting into the access passage from the side surface, so that pedestrians are prevented from being wetted by the rain, the whole structure is stable, the load distribution is uniform, and the service life is long;
2. the pressure borne by the steel beam framework can be shared by arranging the stay cables;
3. through setting up the bracing piece, can conduct the partial pulling force on the suspension cable to ground, alleviate building wall atress, the structure is more stable.
Drawings
FIG. 1 is a schematic view of the overall structure of the embodiment;
FIG. 2 is a schematic structural view of a top frame in the embodiment;
FIG. 3 is a schematic view showing the connection among the upper glass plate, the support beam and the tie beam in the embodiment;
FIG. 4 is a schematic view showing the connection relationship among the bailey frames, stay cables, support rods, and steel beam frames in the embodiment;
FIG. 5 is a schematic view of the connection among the stay cables, the prestressed anchorage device, and the support rod in the embodiment.
In the figure, 1, a top frame; 2. an upper glass plate; 3. a steel beam framework; 4. a side glass plate; 5. a stay cable; 6. a support bar; 7. an access channel; 8. building wall surfaces; 11. a bailey frame; 12. a support beam; 13. a tie-beam; 14. a claw; 31. a lower anchor bolt; 61. an upper anchor bolt; 62. a pre-stressed anchor; 63. an elastic sealing ring.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example (b):
a floor type steel structure awning is shown in figure 1 and comprises a top frame 1, a steel beam framework 3, an upper glass plate 2 and side glass plates 4. The top frame 1 is positioned right above the access passage 7 and is always parallel to the width direction of the access passage 7, and the upper glass plate 2 is paved on the upper surface of the top frame 1 and is attached to a building wall surface 8. The steel beam framework 3 is arranged along the vertical direction and is arranged on two sides of the access passage 7 in pairs, the top end of the steel beam framework is fixedly connected with the top frame 1, the bottom end of the steel beam framework is fixed on the ground, and the side glass plate 4 is paved and hung on one side of the steel beam framework 3, back to the access passage 7, and is also attached to the building wall surface 8.
As shown in fig. 1, the upper glass plate 2 has an overall width greater than the distance between the side glass plates 4, and both sides of the upper glass plate protrude from the side of the side glass plate 4 facing away from the entrance/exit passage 7, so as to prevent rainwater from entering the inside of the rain shed through the gap between the side glass plates 4 and the upper glass plate 2.
As shown in fig. 1 and 2, the top frame 1 is composed of a bailey frame 11, a plurality of support beams 12, and a plurality of tie beams 13, which are provided in pairs. Wherein, two sets of bailey frames 11 correspond with two girder steel skeletons 3 respectively, and bailey frame 11 is as an organic whole with 3 top weldings of girder steel skeleton. The support beams 12 are arranged along the width direction of the entrance and exit passage 7, are arranged along the length direction of the entrance and exit passage 7, and are welded and fixed at both ends to the bailey frames 11. The connecting beam 13 is positioned between two adjacent support beams 12, is perpendicular to the support beams 12, is arranged along the length direction of the support beams 12, and is welded and fixed with the support beams 12 at two ends.
As shown in fig. 2 and 3, the support beams 12 and the tie beams 13 are combined to form a grid-like structure, each grid corresponding to one upper glass plate 2, and the upper glass plate 2 is fixed by the claws 14. The claws 14 are fixedly connected at the intersection of the supporting beam 12 and the connecting beam 13, four strands are divided from the top end of the claws and are respectively connected with the adjacent top angles of the four upper glass plates 2, and one upper glass plate 2 is matched with the four claws 14. The side glass plate 4 (see fig. 1) is mounted in the same manner as the upper glass plate 2, and will not be described in detail.
As shown in fig. 4, the lower anchor bolt 31 is disposed in the ground below the steel beam framework 3 in a pre-buried or bar-planting manner, the top end of the lower anchor bolt upwardly penetrates into the steel beam framework 3, and the steel beam framework 3 is fixed by a nut.
As shown in fig. 4, the support rod 6 is disposed obliquely, and the bottom end thereof abuts against the ground and is welded and fixed to the steel beam frame 3 on the side facing the access passage 7.
As shown in fig. 5, the support rod 6 is inserted into the upper glass plate 2, and is sleeved with an elastic sealing ring 63 made of rubber, and the elastic sealing rings 63 are arranged on the upper and lower sides of the upper glass plate 2 in pairs, and are connected with the upper glass plate 2 through waterproof sealant, so as to prevent rainwater from leaking from the upper glass plate 2.
As shown in fig. 4, the top end of the support rod 6 abuts against the building wall surface 8 and is fixed to the building wall surface 8 by an upper anchor 61 embedded in the building wall surface 8.
As shown in fig. 4 and 5, the bottom end of the stay cable 5 passes through the upper glass plate 2 (see fig. 1) and is welded and fixed with the bailey bracket 11, and the top end thereof passes through the support rod 6. Three prestressed anchorage devices 62 are welded on one side of the support rod 6 facing the building wall surface 8 and respectively correspond to the three stay cables 5. The stay cables 5 are connected to the support rods 6 by means of pre-stressed anchors 62 and are maintained under sufficient tension.
The specific implementation process comprises the following steps:
and steel beam frameworks 3 are arranged on two sides of the access passage 7 to support the top frame 1. Side glass plate 4 is laid and hung on girder steel skeleton 3, intercepts the rainwater, can block that the rainwater from the side to wafting to the access passage in, avoids the pedestrian to be drenched by the rain. Overall structure is stable, and load distribution is comparatively even, and life is longer.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.
Claims (8)
1. The utility model provides a console mode steel construction canopy, is including setting up top frame (1) in access way (7) top, top frame (1) upper berth is hung glass board (2), its characterized in that: still including steel beam framework (3) that set up in top frame (1) both sides, steel beam framework (3) are on a parallel with discrepancy passageway (7) setting, and steel beam framework (3) top and top frame (1) rigid coupling, and steel beam framework (3) bottom is equipped with down crab-bolt (31) and links to each other with ground, and steel beam framework (3) are spread to discrepancy passageway (7) one side dorsad and are hung there is side glass board (4).
2. The floor type steel structure awning as claimed in claim 1, wherein: the top frame (1) comprises a bailey frame (11) and a plurality of supporting beams (12), the bailey frame (11) corresponds to the steel beam framework (3) respectively, the bailey frame (11) is fixedly connected with the top end of the steel beam framework (3), the supporting beams (12) are arranged along the horizontal direction and are perpendicular to the access channel (7), the supporting beams (12) are arranged along the axis direction of the access channel (7), and two ends of each supporting beam (12) are fixedly connected with the two bailey frames (11) respectively.
3. The floor type steel structure awning as claimed in claim 2, wherein: a plurality of stay cables (5) are stretched between the Bailey frames (11) and the building wall surfaces (8), the bottom ends of the stay cables (5) are fixedly connected with the Bailey frames (11), and the top ends of the stay cables (5) are connected with the building wall surfaces (8).
4. The floor type steel structure awning as claimed in claim 3, wherein: be equipped with bracing piece (6) between girder steel skeleton (3) and discrepancy passageway (7), bracing piece (6) slope sets up, bracing piece (6) bottom and girder steel skeleton (3) rigid coupling, and glass board (2) are passed at bracing piece (6) top, and bracing piece (6) top is equipped with crab-bolt (61) and links to each other with building wall (8), stay cable (5) top links to each other with bracing piece (6), and stay cable (5) pass through bracing piece (6) and link to each other with building wall (8).
5. The floor type steel structure awning as claimed in claim 4, wherein: and a prestressed anchorage device (62) matched with the stay cable (5) is fixedly connected to the support rod (6).
6. The floor type steel structure awning as claimed in claim 4, wherein: the support rod (6) is sleeved with elastic sealing rings (63) in pairs, and the elastic sealing rings (63) are respectively connected with the upper surface and the lower surface of the upper glass plate (2) in a cementing manner.
7. The floor type steel structure awning as claimed in claim 2, wherein: and a connecting beam (13) is arranged between the supporting beams (12), and the connecting beam (13) is vertical to the supporting beams (12).
8. The floor type steel structure awning as claimed in claim 1, wherein: two side edges of the upper glass plate (2) protrude out of one side of the side glass plate (4) back to the access channel (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921518089.5U CN210767992U (en) | 2019-09-12 | 2019-09-12 | Floor type steel structure awning |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921518089.5U CN210767992U (en) | 2019-09-12 | 2019-09-12 | Floor type steel structure awning |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210767992U true CN210767992U (en) | 2020-06-16 |
Family
ID=71037578
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921518089.5U Active CN210767992U (en) | 2019-09-12 | 2019-09-12 | Floor type steel structure awning |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210767992U (en) |
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2019
- 2019-09-12 CN CN201921518089.5U patent/CN210767992U/en active Active
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