CN217268829U - Novel support conversion platform suitable for beam slab construction - Google Patents
Novel support conversion platform suitable for beam slab construction Download PDFInfo
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- CN217268829U CN217268829U CN202220477149.9U CN202220477149U CN217268829U CN 217268829 U CN217268829 U CN 217268829U CN 202220477149 U CN202220477149 U CN 202220477149U CN 217268829 U CN217268829 U CN 217268829U
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Abstract
The utility model discloses a be suitable for novel support conversion platform of beam slab construction, include: the aluminum beams are arranged at the top of the disc buckle type support frame and are arranged in parallel; and the supporting rod frames are arranged at the tops of the aluminum beams and used for bearing the keel at the bottom of the beam, each supporting rod frame comprises four vertical rods arranged on two adjacent aluminum beams, the vertical rods are arranged in a rectangular mode, and a reinforcing transverse rod is arranged between every two adjacent vertical rods. The utility model takes the disc buckle type support frame as a support and the aluminum beam as a platform, is convenient to operate, saves the material consumption of the support body and reduces the installation and disassembly workload of the support body on the premise of meeting the bearing capacity of the high formwork support body; meanwhile, the aluminum beam is used as a support, the secondary erection is realized, the requirements of different erection heights of the main beam plate construction support and the secondary beam plate construction support are met on the premise of ensuring the safety of the high formwork support body, and the erection and disassembly efficiency is improved. The utility model discloses simple structure, cost are lower, the construction is swift, safe and reliable.
Description
Technical Field
The utility model belongs to the technical field of the construction beam slab supports technique and specifically relates to a be suitable for novel support conversion platform of beam slab construction.
Background
Scaffolds are commonly used in building construction, and the existing scaffolds made of steel pipe materials comprise a plate buckle type support frame, a bowl buckle type support frame, a socket type support frame, a door type support frame and the like. Wherein, the dish knot formula support frame can make each member biography power all pass through the node center through reasonable node design, its stable in structure, firm in connection use the most extensively. However, under the condition that the heights of the high formwork and beam bottom plates are different, the mode of encrypting the space between the vertical rods needs to be adopted, so that the material consumption is increased, the construction period is prolonged, and the safety risk is higher.
Disclosure of Invention
In order to solve the problem, the utility model provides a be suitable for novel support conversion platform of beam slab construction specifically can take following technical scheme:
be suitable for novel support conversion platform of beam slab construction, include
The aluminum beams are arranged at the top of the disc buckle type support frame and are arranged in parallel; and
the utility model provides a supporting rod frame, including the aluminium roof beam top for bearing beam bottom fossil fragments, each the supporting rod frame is all including setting up four pole settings on two adjacent aluminium roof beams, the pole setting is the rectangle and arranges, and is provided with the reinforcement horizontal pole between the adjacent pole setting.
The top of the vertical rod of the disc buckle type support frame is provided with a first jacking, and the top of the first jacking is provided with a U-shaped bayonet matched with the width of the aluminum beam.
The aluminum beam is provided with a U-shaped base support, the bottom of the U-shaped base support is connected with the aluminum beam in a clamping mode, and the top of the U-shaped base support is provided with an insertion rod matched with the inner diameter of the vertical rod.
The top of the vertical rod is provided with a second top support, the bottom of the second top support is inserted into the vertical rod, and the top of the second top support is provided with a clamping piece matched with the beam bottom keel.
The beam bottom keel is made of square steel and square wood arranged below the main beam or square steel arranged below the secondary beam.
The utility model provides a novel support conversion platform suitable for beam slab construction uses the dish knot formula support frame as supporting, lays the aluminium roof beam as the platform, convenient operation, under the prerequisite that satisfies high formwork support body bearing capacity, has practiced thrift support body material quantity, has reduced support body installation work volume; meanwhile, the aluminum beam is used as a support, the secondary erection is realized, the requirements of different erection heights of the main beam plate construction support and the secondary beam plate construction support are met on the premise of ensuring the safety of the high formwork support body, and the erection and disassembly efficiency is improved. The utility model discloses simple structure, cost are lower, the construction is swift, safe and reliable.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a perspective view of the support pole bracket of fig. 1.
Detailed Description
The embodiments of the present invention will be described in detail with reference to the accompanying drawings, and the embodiments are implemented on the premise of the technical solution of the present invention, and detailed embodiments and specific construction processes are given, but the scope of the present invention is not limited to the following embodiments.
Be suitable for novel support conversion platform of beam slab construction, through the combination of aluminium roof beam and bracing strut frame etc. both satisfied the safety requirement of high formwork support body, satisfied again main, secondary beam slab construction support and set up the requirement highly differs.
Specifically, as shown in fig. 1 and 2, the aluminum beams 1 are multiple and arranged side by side at the top of the disc buckle type support frame M, the aluminum beams 1 are connected with the longitudinal rod of the disc buckle type support frame M through the first jacking 2, the bottom of the first jacking 2 is inserted at the top of the longitudinal rod of the disc buckle type support frame M, and the top of the first jacking 2 is provided with a U-shaped bayonet matched with the width of the bottom of the aluminum beam 1. U-shaped base supports 3 are installed at the top of the aluminum beam 1, the bottom of each U-shaped base support 3 is connected with the aluminum beam 1 in a clamping mode, and an insertion rod used for connecting a support rod frame 4 is arranged at the top of each U-shaped base support 3.
The plurality of the support rod frames 4 are arranged at the top of the aluminum beam 1 and used for supporting the keel at the bottom of the beam. Each support rod frame 4 comprises four upright rods 41 arranged on two adjacent aluminum beams 1, the upright rods 41 are arranged in a rectangular shape, and a reinforcing cross rod 42 is arranged between the adjacent upright rods 41. The bottom of the upright rod 41 is inserted and fixed on the insertion rod of the U-shaped base 3, and the top is provided with a second top support 5. The bottom of the second top support 5 is inserted and fixed in the top inner cavity of the vertical rod 41, and the top of the second top support 5 is provided with a clamping piece matched with the keel at the bottom of the beam.
The beam bottom keel is made of square steel 61 or a combination of the square steel 61 and the square wood 62. Specifically, square steel 61 and square timber 62 are used as beam bottom keels below the main beams Z, and square steel 61 is used as the beam bottom keels below the secondary beams C.
It should be noted that in the description of the present invention, terms of orientation or positional relationship such as "front", "rear", "left", "right", "vertical", "horizontal", "inner", "outer", etc., are based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
Claims (5)
1. The utility model provides a be suitable for novel support conversion platform of beam slab construction which characterized in that: comprises that
The aluminum beams are arranged at the top of the disc buckle type support frame and are arranged in parallel; and
the bracing strut frame sets up the aluminium roof beam top for bearing breast fossil fragments, each the bracing strut frame is all including setting up four pole settings on two adjacent aluminium roof beams, the pole setting is the rectangle and arranges, and is provided with the reinforcement horizontal pole between the adjacent pole setting.
2. The novel support conversion platform suitable for beam slab construction according to claim 1, wherein: the top of the vertical rod of the disc buckle type support frame is provided with a first jacking, and the top of the first jacking is provided with a U-shaped bayonet matched with the width of the aluminum beam.
3. The novel support conversion platform suitable for beam slab construction according to claim 1, wherein: the aluminum beam is provided with a U-shaped base support, the bottom of the U-shaped base support is connected with the aluminum beam in a clamping mode, and the top of the U-shaped base support is provided with an insertion rod matched with the inner diameter of the vertical rod.
4. The novel support conversion platform suitable for beam slab construction according to claim 1, wherein: the top of the vertical rod is provided with a second top support, the bottom of the second top support is inserted into the vertical rod, and the top of the second top support is provided with a clamping piece matched with the beam bottom keel.
5. The novel support conversion platform suitable for beam slab construction according to claim 1, wherein: the beam bottom keel is made of square steel and square wood arranged below the main beam or square steel arranged below the secondary beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220477149.9U CN217268829U (en) | 2022-03-07 | 2022-03-07 | Novel support conversion platform suitable for beam slab construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220477149.9U CN217268829U (en) | 2022-03-07 | 2022-03-07 | Novel support conversion platform suitable for beam slab construction |
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| Publication Number | Publication Date |
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| CN217268829U true CN217268829U (en) | 2022-08-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202220477149.9U Active CN217268829U (en) | 2022-03-07 | 2022-03-07 | Novel support conversion platform suitable for beam slab construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119616203A (en) * | 2024-11-29 | 2025-03-14 | 中建八局第二建设有限公司 | Adjustable formwork support frame and construction method for construction engineering |
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2022
- 2022-03-07 CN CN202220477149.9U patent/CN217268829U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119616203A (en) * | 2024-11-29 | 2025-03-14 | 中建八局第二建设有限公司 | Adjustable formwork support frame and construction method for construction engineering |
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