CN217205354U - High-order template support system - Google Patents
High-order template support system Download PDFInfo
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- CN217205354U CN217205354U CN202220746063.1U CN202220746063U CN217205354U CN 217205354 U CN217205354 U CN 217205354U CN 202220746063 U CN202220746063 U CN 202220746063U CN 217205354 U CN217205354 U CN 217205354U
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- fixedly connected
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 59
- 239000010959 steel Substances 0.000 claims abstract description 59
- 238000009415 formwork Methods 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model relates to a high-position template supporting system, which comprises embedded parts of the next two floors, wherein the embedded parts comprise steel plates and embedded screws, the top of the pre-buried screw is fixedly connected with a steel plate, the top of the steel plate is fixedly connected with an oblique supporting beam, the top of the oblique supporting beam is fixedly connected with the next layer of overhanging I-shaped steel, the bottom of the next layer of overhanging I-shaped steel is fixedly connected with a reinforcing bar head, the bottom of the reinforcing steel bar head is fixedly connected with the steel wire rope at the layer, the end part of the overhanging I-shaped steel at the lower layer is fixedly connected with a U-shaped buckle, the top of the U-shaped buckle is connected with the overhanging I-shaped steel by adopting angle steel, the top of the head of the reinforcing steel bar is fixedly connected with a fastener type scaffold, the fastener type scaffold is characterized in that the top of the fastener type scaffold is fixedly connected with a jacking, the top of the jacking is fixedly connected with a batten, the outer side of the fastener type scaffold is fixedly connected with a bridging, and the outer side of the fastener type scaffold is fixedly connected with a safety net.
Description
Technical Field
The utility model relates to a high-order template support system uses at architectural equipment technical field.
Background
With the development of economy in recent years, city construction is changing day by day, and high-rise buildings are rapidly increasing. The building not only needs to meet basic use functions, but also needs to meet the building aesthetics of rich facade modeling. According to the abundance of the outer vertical surface model, the construction difficulty is higher and higher for the cast-in-place concrete structure, and the building height of the template scaffold is higher and higher. According to statistics, the collapse of the formwork support is one of the main safety accidents at the construction site.
The mode of setting up of current conventional high-order template adopts full hall support frame, and this support mode need consume a large amount of steel pipes and fastener, and the material occupation cycle is long and the expense is high. Because the height of setting up is high, and is big to constructor's operation potential safety hazard, the pole setting is through butt joint fastener extension simultaneously, and the straightness that hangs down of pole setting can not fine control to lead to having the potential safety hazard in the aspect of the structure atress.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a high-order template support system, the flexible operation, the material occupation cycle is short, and workman efficiency of construction is high, and its rigidity and stability are effectively guaranteed, and the operational safety nature is improved greatly, effectively improves economic benefits.
The technical scheme of the utility model as follows:
the utility model provides a high-order formwork support system, includes the built-in fitting of two floors down, and the built-in fitting includes steel sheet and pre-buried screw rod, pre-buried screw rod top fixedly connected with steel sheet, steel sheet top fixed connection diagonal brace beam, the I-steel is encorbelmented to one deck down of diagonal brace beam top fixed connection, the I-steel bottom fixed connection reinforcing bar head is encorbelmented to one deck down, this layer of steel bar head bottom fixed connection wire rope, the I-steel tip fixed connection U type of encorbelmenting of lower floor is detained, the U type is detained the top and is encorbelmented and adopt the angle steel to be connected between the I-steel, reinforcing bar head top fixed connection fastener formula scaffold frame, fastener formula scaffold frame top fixed connection top holds in the palm, top fixed connection flitch, fastener formula scaffold frame outside fixed connection bridging, scaffold frame outside fixed connection safety net.
And the embedded screws of the lower two floors are welded with the bottom plate to form a seam.
The top of the U-shaped button is evenly distributed with threads.
The next layer of main body is fixedly connected with the steel wire rope embedded part, and the steel wire rope embedded part is fixed by a rope clamp.
The top of the overhanging I-shaped steel and the plane of the fastener type scaffold adopt horizontal back covers of a template, a batten and the like to form hard protection.
The top of the fastener type scaffold is connected with the structural layer by adopting a wall connecting piece.
The utility model discloses following beneficial effect has:
1. the lower two floors are connected with the embedded steel plate through the inclined supports, the upper portion of the lower two floors is connected with the lower layer of overhanging I-steel, the load of the formwork support system on the upper portion is orderly transmitted to the lower two layers of concrete structural surfaces through the inclined I-steel of the lower two floors, and the vertical bearing capacity of the fastener type steel pipe scaffold is guaranteed. Meanwhile, the next layer of overhanging I-steel is too long and is reinforced by the inclined supporting beam, so that the rigidity and stability of the structure of the overhanging I-steel are enhanced;
2. through setting up the I-steel of encorbelmenting, reduced the quantity of fastener formula scaffold frame and the quantity of outer scaffold frame, reduce material occupation cycle length and lease expense, reduced the height of setting up of inside and outside scaffold frame body simultaneously, improved formwork support system's overall stability and rigidity requirement to and ensured the workman and set up in-process security.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the connection structure of the oblique supporting beam and the concrete beam of the present invention;
FIG. 3 is a schematic structural view of the U-shaped buckle of the present invention;
the reference numbers in the figures denote:
1. embedding parts; 2. an oblique support beam; 3. a reinforcing bar head; 4. overhanging I-shaped steel; 5. a U-shaped buckle; 6. rope clamping; 7. hard protection; 8. a fastener-type scaffold; 9. a wall connecting piece; 10. a safety net; 11. jacking; 12. wood block; 13. a steel wire rope embedded part; 14. a scissor support; 15. a wire rope; 16. a steel plate; 17. and (4) pre-burying a screw.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
Referring to fig. 1 to 3, the high-position formwork support system includes an embedded part 1 of a lower two floors, the embedded part 1 includes a steel plate 16 and an embedded screw 17, the top of the embedded screw 17 is fixedly connected with the steel plate 16, the top of the steel plate 16 is fixedly connected with an inclined supporting beam 2, the top of the inclined supporting beam 2 is fixedly connected with a next layer of overhanging i-steel 4, the bottom of the next layer of overhanging i-steel 4 is fixedly connected with a reinforcement head 3, the bottom of the reinforcement head 3 is fixedly connected with a wire rope 15 of the current layer, the end of the lower layer of overhanging i-steel 4 is fixedly connected with a U-shaped buckle 5, the top of the U-shaped buckle 5 is connected with the overhanging i-steel 4 by using an angle steel, the top of the reinforcement head 3 is fixedly connected with a fastener-type scaffold 8, the top of the fastener-type scaffold 8 is fixedly connected with a jacking 11, the top of the jacking 11 is fixedly connected with a batten 12, and the outer side of the fastener-type scaffold 8 is fixedly connected with a scissor support 14, and a safety net 10 is fixedly connected to the outer side of the fastener type scaffold 8.
And the embedded screw 17 of the lower second floor is welded with the bottom plate for caulking.
The top of the U-shaped buckle 5 is evenly distributed with screw threads.
The next layer of main body is fixedly connected with a steel wire rope embedded part 13, and the steel wire rope embedded part 13 is fixed by a rope clamp 6.
The top of the overhanging I-shaped steel 4 and the plane of the fastener type scaffold 8 adopt horizontal back covers of a template, a batten 12 and the like to form a hard protection 7.
The top of the fastener type scaffold 8 is connected with the structural layer by adopting a wall connecting piece 9.
The above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all the equivalent structures or equivalent processes that are used in the specification and the attached drawings or directly or indirectly applied to other related technical fields are included in the patent protection scope of the present invention.
Claims (6)
1. The utility model provides a high-order template support system which characterized in that: the steel bar hanging scaffold comprises an embedded part (1) of the next two floors, wherein the embedded part (1) comprises a steel plate (16) and an embedded screw (17), the top of the embedded screw (17) is fixedly connected with the steel plate (16), the top of the steel plate (16) is fixedly connected with an inclined supporting beam (2), the top of the inclined supporting beam (2) is fixedly connected with a next layer of overhanging I-shaped steel (4), the bottom of the next layer of overhanging I-shaped steel (4) is fixedly connected with a steel bar head (3), the bottom of the steel bar head (3) is fixedly connected with a layer of steel wire rope (15), the end of the next layer of overhanging I-shaped steel (4) is fixedly connected with a U-shaped buckle (5), the top of the U-shaped buckle (5) is connected with the overhanging I-shaped steel (4) through an angle steel, the top of the steel bar head (3) is fixedly connected with a fastener type scaffold (8), and the top of the fastener type scaffold (8) is fixedly connected with a jacking support (11), jacking (11) top fixed connection flitch (12), fastener formula scaffold (8) outside fixed connection bridging (14), fastener formula scaffold (8) outside fixed connection safety net (10).
2. An elevated formwork support system as defined in claim 1, wherein: and the embedded screw (17) of the lower second floor is welded with the bottom plate to form a seam.
3. An elevated formwork support system as defined in claim 1, wherein: the top of the U-shaped buckle (5) is uniformly distributed with threads.
4. An elevated formwork support system as defined in claim 1, wherein: the next layer of main body is fixedly connected with a steel wire rope embedded part (13), and the steel wire rope embedded part (13) is fixed by a rope clamp (6).
5. An elevated formwork support system as defined in claim 1, wherein: the top of the overhanging I-shaped steel (4) and the plane of the fastener type scaffold (8) adopt horizontal back covers of a template, a batten (12) and the like to form hard protection (7).
6. An elevated formwork support system as defined in claim 1, wherein: the top of the fastener type scaffold (8) is connected with the structural layer by adopting a wall connecting piece (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220746063.1U CN217205354U (en) | 2022-04-01 | 2022-04-01 | High-order template support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220746063.1U CN217205354U (en) | 2022-04-01 | 2022-04-01 | High-order template support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217205354U true CN217205354U (en) | 2022-08-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220746063.1U Active CN217205354U (en) | 2022-04-01 | 2022-04-01 | High-order template support system |
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| CN (1) | CN217205354U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116791885A (en) * | 2023-07-03 | 2023-09-22 | 中铁七局集团有限公司 | Daylighting well construction method |
-
2022
- 2022-04-01 CN CN202220746063.1U patent/CN217205354U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116791885A (en) * | 2023-07-03 | 2023-09-22 | 中铁七局集团有限公司 | Daylighting well construction method |
| CN116791885B (en) * | 2023-07-03 | 2026-01-06 | 中铁七局集团有限公司 | A method for constructing a light well |
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