CN219826055U - Flower basket pull rod overhanging scaffold for assembled building construction - Google Patents
Flower basket pull rod overhanging scaffold for assembled building construction Download PDFInfo
- Publication number
- CN219826055U CN219826055U CN202320296422.2U CN202320296422U CN219826055U CN 219826055 U CN219826055 U CN 219826055U CN 202320296422 U CN202320296422 U CN 202320296422U CN 219826055 U CN219826055 U CN 219826055U
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- Prior art keywords
- pull rod
- fixed
- basket
- flower basket
- building
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- 238000009435 building construction Methods 0.000 title claims abstract description 21
- 238000010276 construction Methods 0.000 claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Movable Scaffolding (AREA)
Abstract
The utility model relates to a flower basket pull rod overhanging scaffold for assembly type building construction, which comprises a plurality of support structures distributed at intervals along the circumferential direction of a building main body, wherein each support structure comprises an upper pull rod, a lower pull rod, a main beam connected with the lower pull rod and overhanging the building main body, and a flower basket pull rod tied between the upper pull rod and the main beam, wherein the first end of the upper pull rod is used for being embedded in the building main body, and the second end of the upper pull rod is provided with a U-shaped hoop for connecting the flower basket pull rod. The utility model solves the technical problems that the conventional overhanging scaffold in the prior art needs to be fixed with a building main body in a later hole-forming mode, and the subsequent repair and waterproof construction steps are increased.
Description
Technical Field
The utility model relates to the field of building flags, in particular to a flower basket pull rod overhanging scaffold for assembled building construction.
Background
The assembled building is more and more, in order to meet the needs of structural construction and external decoration construction, the overhanging type external scaffold is widely applied due to the characteristics of wide adaptability, strong bearing capacity, convenience in erection and dismantling and the like. However, the conventional overhanging scaffold adopts a form of laying I-steel, the I-steel is required to be laid on a floor, the general laying length of the I-steel is not less than 1.25 times of the overhanging length, the I-steel is long in the mode, meanwhile, the interference with the prefabricated wall is easy to cause the wall to open a hole, and then the prefabricated wall after opening is required to be repaired and waterproofed later.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model provides the flower basket pull rod cantilever scaffold for the assembled building construction, which solves the technical problems that the conventional cantilever scaffold in the prior art needs to be fixed with a building main body in a later hole-forming mode, and the subsequent repair and waterproof construction steps are increased.
The utility model discloses a flower basket pull rod overhanging scaffold for assembled building construction, which comprises a plurality of support structures distributed at intervals along the circumferential direction of a building main body, wherein each support structure comprises an upper pull rod, a lower pull rod, a main beam connected with the lower pull rod and overhanging the building main body, and a flower basket pull rod tied between the upper pull rod and the main beam, wherein the first end of the upper pull rod is used for being embedded in the building main body, and the second end of the upper pull rod is provided with a U-shaped hoop for connecting the flower basket pull rod.
The flower basket pull rod overhanging scaffold for the assembled building construction is further improved in that the first ends of the upper pull rod and the lower pull rod are both fixed with an anchoring plate which is used for being pre-buried in the building main body.
The flower basket pull rod overhanging scaffold for the assembled building construction is further improved in that a web plate of the U-shaped hoop is fixed with the second end of the upper pull rod, a pin shaft is fixed between two flange plates of the U-shaped hoop, and the flower basket pull rod is hinged to the pin shaft.
The utility model relates to a flower basket pull rod overhanging scaffold for assembly type building construction, which is further improved in that a fixing plate is fixed at the end part of a main beam, which is close to a lower pull rod, and the fixing plate is fixed with the second end of the lower pull rod.
The flower basket pull rod overhanging scaffold for the assembled building construction is further improved in that side beams are fixed between the main beams of two adjacent supporting structures.
The utility model relates to a flower basket pull rod overhanging scaffold for assembly type building construction, which is further improved in that an ear plate for connecting the flower basket pull rod is fixed at the end part of a main beam far away from a lower pull rod.
Compared with the prior art, the utility model has positive and obvious effects. According to the utility model, the support structure is pre-buried in the building main body, so that the technical problem that the conventional overhanging scaffold in the prior art needs to be fixed with the building main body in a later hole forming mode is solved, and the subsequent repair and waterproof construction steps are increased. Compared with the traditional tiled overhanging, the method has the advantages that the overhanging layer erecting progress can be greatly improved, and the method does not influence subsequent construction such as two-structure masonry, terrace construction and the like. The girder and other components are adopted for shaping production, so that the safety performance is high. The length of the I-steel is reduced, and meanwhile, the I-steel of the main beam can be turned over, so that the cost is greatly reduced.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic diagram of the overall structure of the flower basket pull rod overhanging scaffold for the assembled building construction.
Fig. 2 is a schematic diagram of the upper pull rod assembly of the flower basket pull rod overhanging scaffold for the fabricated building construction.
Fig. 3 is a schematic diagram of the lower pull rod assembly of the flower basket pull rod overhanging scaffold for the assembled building construction.
Fig. 4 is a side view of a main beam of the flower basket pull rod overhanging scaffold for the assembled building construction.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1 to 3, the utility model provides a flower basket pull rod 2 overhanging scaffold for assembled building construction, which comprises a plurality of support structures distributed at intervals along the circumferential direction of a building main body 1, wherein each support structure comprises an upper pull rod 3, a lower pull rod 5, a main beam 4 connected with the lower pull rod 5 and overhanging the building main body 1, and a flower basket pull rod 2 tied between the upper pull rod 3 and the main beam 4, the first end of the upper pull rod 3 is used for being embedded in the building main body 1, and the second end of the upper pull rod is provided with a U-shaped hoop 33 for connecting the flower basket pull rod 2. In this embodiment, the upper pull rod 31 and the lower pull rod 42 are high strength bolts, and the main beam 4 is i-steel. The movable vertical rod bottom support 43 is arranged on the main beam 4, so that the vertical rods of the scaffold can be conveniently installed, the installation position can be adjusted according to actual installation requirements, and the flexibility of scaffold installation is improved. The basket pull rod 2 can conveniently adjust the length of the basket pull rod, thereby realizing the tensioning of the upper pull rod 3 and the lower pull rod 5.
Preferably, as shown in fig. 2 and 3, the first ends of the upper and lower tie rods 31 and 42 are each fixed with an anchor plate 32 for being pre-buried inside the building body 1. The anchor plate 32 can further enhance the anchoring force of the upper tie rod 31 and the lower tie rod 42. In this embodiment, the anchor plate 32 is a steel platen having dimensions of 100mm by 8 mm.
Preferably, as shown in fig. 2, the web of the U-shaped hoop 33 is fixed to the second end of the upper pull rod 31, a pin 34 is fixed between two flange plates of the U-shaped hoop 33, and the basket pull rod 2 is hinged to the pin 34. Openings are formed in two ends of the basket pull rod 2, and the openings can be used for the pin shaft 34 to penetrate through for connection, so that the basket pull rod 2 can rotate along with the pin shaft 34. The pin shaft 34 not only can be used for connecting the flower basket pull rod 2, but also can facilitate the connection of the life rope safety belt of constructors, reduces the installation of the additional life rope safety belt connecting component, and improves the construction efficiency.
Preferably, as shown in fig. 3 and 4, the end of the main beam 4 near the lower link 42 is fixed with a fixing plate 41, and the fixing plate 41 is fixed with the second end of the lower link 42. In the present embodiment, the number of the lower tie rods 42 is two. The fixing plate 41 is provided with an opening through which a high-strength bolt passes, and the high-strength bolt passes through the fixing plate 41 and is fixed with the fixing plate 41 through a double nut and a gasket. The main beam 4 and the fixing plate 41 are fixed by full-length welding.
Preferably, edge beams are fixed between the main beams 4 of two adjacent supporting structures, so that all the supporting structures are connected to form a stressed whole.
Preferably, an ear plate 42 for connecting the basket pull rod 2 is fixed on the end part of the main beam 4 far away from the lower pull rod 42, so that the basket pull rod 2 is convenient to connect, and the ear plate is rotationally connected with the basket pull rod 2.
According to the utility model, the support structure is pre-buried in the building main body, so that the technical problem that the conventional overhanging scaffold in the prior art needs to be fixed with the building main body in a later hole forming mode is solved, and the subsequent repair and waterproof construction steps are increased. Compared with the traditional tiled overhanging, the method has the advantages that the overhanging layer erecting progress can be greatly improved, and the method does not influence subsequent construction such as two-structure masonry, terrace construction and the like. The girder and other components are adopted for shaping production, so that the safety performance is high. The length of the I-steel is reduced, and meanwhile, the I-steel of the main beam can be turned over, so that the cost is greatly reduced.
None of the utility models are related to the same or are capable of being practiced in the prior art. The present utility model is not limited to the above-mentioned embodiments, but is not limited to the above-mentioned embodiments, and any simple modification, equivalent changes and modification made to the above-mentioned embodiments according to the technical matters of the present utility model can be made by those skilled in the art without departing from the scope of the present utility model.
Claims (6)
1. The utility model provides an assembled is basket pull rod scaffold frame of encorbelmenting for construction, its characterized in that includes a plurality of bearing structure that lay along building main part circumference interval, bearing structure including be used for pre-buried in the inside upper pull rod of building main part, lower pull rod, connect in lower pull rod and encorbelment the girder of building main part, and tie in upper pull rod with basket pull rod between the girder, upper pull rod's first end be used for pre-buried in the inside, the second end of building main part is equipped with the confession the U-shaped hoop that basket pull rod connects.
2. The flower basket pull rod overhanging scaffold for assembled building construction according to claim 1, wherein the first ends of the upper pull rod and the lower pull rod are both fixed with an anchor plate for being pre-buried in the building main body.
3. The basket pull rod overhanging scaffold for assembled building construction according to claim 1, wherein the web plate of the U-shaped hoop is fixed with the second end of the upper pull rod, a pin shaft is fixed between two flange plates of the U-shaped hoop, and the basket pull rod is hinged to the pin shaft.
4. The flower basket pull rod overhanging scaffold for assembled building construction according to claim 1, wherein the end of the main beam, which is close to the lower pull rod, is fixed with a fixing plate, and the fixing plate is fixed with the second end of the lower pull rod.
5. The fabricated basket pull rod cantilever scaffold for building construction according to claim 1, wherein side beams are fixed between the main beams of two adjacent supporting structures.
6. The basket pull rod overhanging scaffold for assembled building construction according to claim 1, wherein an end part of the main beam far away from the lower pull rod is fixed with an ear plate for connecting the basket pull rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320296422.2U CN219826055U (en) | 2023-02-23 | 2023-02-23 | Flower basket pull rod overhanging scaffold for assembled building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320296422.2U CN219826055U (en) | 2023-02-23 | 2023-02-23 | Flower basket pull rod overhanging scaffold for assembled building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219826055U true CN219826055U (en) | 2023-10-13 |
Family
ID=88278925
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320296422.2U Active CN219826055U (en) | 2023-02-23 | 2023-02-23 | Flower basket pull rod overhanging scaffold for assembled building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219826055U (en) |
-
2023
- 2023-02-23 CN CN202320296422.2U patent/CN219826055U/en active Active
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