CN209211865U - One kind can circulating type overhanging I-steel anchor ring - Google Patents
One kind can circulating type overhanging I-steel anchor ring Download PDFInfo
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- CN209211865U CN209211865U CN201821814196.8U CN201821814196U CN209211865U CN 209211865 U CN209211865 U CN 209211865U CN 201821814196 U CN201821814196 U CN 201821814196U CN 209211865 U CN209211865 U CN 209211865U
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Abstract
It can circulating type overhanging I-steel anchor ring the utility model discloses one kind, it is described can circulating type overhanging I-steel anchor ring by I-steel be fixed to floor on, it is described can circulating type overhanging I-steel anchor ring include: to be embedded in corresponding 2 pvc pipes, U-shaped anchor ring, steel plate, keeper plate of steel, nut, nut shim in floor；The U-shaped anchor ring is round steel, both ends are equipped with Kosé tooth, U-shaped anchor ring ring bottom " ten " the word chiasma type is welded with steel plate, the U-shaped anchor ring both ends pass through 2 pvc pipes from bottom to top, the keeper plate of steel passes through U-shaped anchor ring both ends, and I-steel is fixed on floor by the cooperation of nut, nut shim and Kosé tooth.The utility model saves the amount of reinforcement of production anchor ring, reduces cost of labor, reduce leakage muscle hidden danger for solving the problems, such as that existing anchor ring production is complicated, reinforcing bar damage amount is big, labor intensive is more, there are floors to leak muscle risk.
Description
Technical field
The utility model belongs to engineering construction field, and especially providing one kind can circulating type overhanging I-steel anchor ring.
Background technique
In the engineering construction stage, when using the shaped steel suspension scaffolding, overhangs I-steel girder anchoring ring, usually exist
When flooring assembling reinforcement, according to the layout viewing of I-steel in scheme, the position unwrapping wire of anchor ring is positioned, anchor ring position is fixed
Afterwards, the anchor ring to complete and floor bar binding is pre-buried, then casting concrete, anchor ring are embedded in concrete.
Anchor ring is embedded in floor concrete and has the disadvantage in that (1) anchor ring generally and to be made into " a few fonts ", reinforcing bar is curved
Trisection is more, and production is complicated；(2) pre-buried anchor ring reinforcing bar, later period will carry out cutting process, and reinforcing bar waste is larger；(3) anchor ring
Binding and fixing, the cutting process in later period, require to expend more artificial, overhanging I-steel construction cost can be improved；(4) anchor ring
After reinforcing bar cutting, there are the quality risks of floor leakage muscle.
Utility model content
The purpose of this utility model is to provide one kind can circulating type overhanging I-steel anchor ring, for solving existing anchor ring system
Work is complicated, reinforcing bar damage amount is big, labor intensive is more, there are the problem of floor leakage muscle risk, saves the amount of reinforcement of production anchor ring,
Cost of labor is reduced, leakage muscle hidden danger is reduced.
The technical solution of the utility model is: one kind can circulating type overhanging I-steel anchor ring, it is described can circulating type overhanging work
Word steel anchor ring by I-steel 1 be fixed to floor 2 on, it is described can circulating type overhanging I-steel anchor ring include: to be embedded in phase in floor 2
2 pvc pipes 3, U-shaped anchor ring 4, steel plate 5, keeper plate of steel 6, nut 7, the nut shim 8 answered；The U-shaped anchor ring 4 be round steel 4a, two
End is equipped with Kosé tooth 4b, and U-shaped anchor ring 4 ring bottom " ten " the word chiasma type is welded with steel plate 5, and U-shaped 4 both ends of anchor ring are certainly
Across 2 pvc pipes 3 on down, the keeper plate of steel 6 passes through U-shaped 4 both ends of anchor ring, passes through nut 7, nut shim 8 and Kosé tooth
I-steel 1 is fixed on floor 2 by 4b cooperation.
Preferably, 4 outer diameter of U-shaped anchor ring is 18mm, and flat segments total height is 430mm, and Kosé tooth 4b height is
150mm, width 164mm.
Preferably, 5 length of steel plate is 100mm, width 50mm, with a thickness of 3mm.
Preferably, 6 width of keeper plate of steel is 100mm, with a thickness of 10mm.
Preferably, the nut 7 is the thick zinc-plated hex nut of 8mm, outer diameter 30mm, internal diameter 20mm.
Preferably, the nut shim 8 is 3mm thickness galvanized sheet iron.
Preferably, 3 outer diameter of pvc pipe is 20mm, length 180mm.
The utility model has following beneficial effect:
The utility model is pre- by through-flooring according to slab thickness, the specifications and models to be used for overhanging I-steel girder
Pvc pipe is buried, anchor ring break-through floor drawknot is used in turn after anchor ring is dismountable again after overhanging I-steel dismounting.The utility model
Have wide range of applications, can be applied to construction site the component in need for carrying out pre-buried anchoring；Production is simple, easy to operate,
Material used in tools all derives from construction site, and reinforcing bar anchor ring will not damage, and can repeatedly be used in turn, and can have enough to meet the need
Speed of application can be improved in the use of formula overhanging I-steel anchor ring, reduces manpower consumption, reduces material loss, guarantees molding effect
Fruit meets energy-saving and environment-friendly principle；Flexibility is stronger, can be actually needed according to project, voluntarily determines dimensions, is conducive to promote
It uses.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of U-shaped anchor ring in the utility model；
Fig. 2 is the structural schematic diagram of the utility model light plate；
Fig. 3 is the combining structure schematic diagram of U-shaped anchor ring and steel plate in the utility model；
Fig. 4 is the structural schematic diagram of keeper plate of steel in the utility model；
Fig. 5 is the structural schematic diagram of nut in the utility model；
Fig. 6 is the structural schematic diagram of nut shim in the utility model；
Fig. 7 is the structural schematic diagram of pvc pipe in the utility model；
Fig. 8 is the overall structure figure of the utility model；
In figure: 1, I-steel；2, floor；3, pvc pipe；4, U-shaped anchor ring；4a, round steel；4b, Kosé tooth；5, steel plate；6, steel
Pressing plate；7, nut；8, nut shim.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawings and examples.
As shown in figures 1-8, can circulating type overhanging I-steel anchor ring include: to be embedded in corresponding 2 pvc pipes 3, U in floor 2
Type anchor ring 4, steel plate 5, keeper plate of steel 6, nut 7, nut shim 8；U-shaped anchor ring 4 is round steel 4a, and both ends are equipped with Kosé tooth 4b, U-shaped
Anchor ring 4 ring bottom " ten " word chiasma type is welded with steel plate 5, can increase ring bottom forced area, improves safety, U-shaped 4 both ends of anchor ring
2 pvc pipes 3 are passed through from bottom to top, and keeper plate of steel 6 passes through U-shaped 4 both ends of anchor ring, passes through nut 7, nut shim 8 and Kosé tooth 4b
I-steel 1 is fixed on floor 2 by cooperation.
Floor 2 is in the implementation case with a thickness of 120mm；Used 1 model specification of I-steel is 16# I-steel (height
For 160mm, width 88mm)；The round steel 4a outer diameter of U-shaped anchor ring 4 is 18mm, and U-shaped 4 flat segments total height of anchor ring is 430mm (flat
Straight section total height=slab thickness+I-steel height+150mm), U-shaped 4 width of anchor ring is 164mm (width=round steel diameter+20+
I-steel width+20+ round steel diameter), the Kosé tooth 4b height of U-shaped anchor ring 4 is 150mm；5 length of steel plate is 100mm, and width is
50mm, with a thickness of 3mm；6 width of keeper plate of steel is 100mm, with a thickness of 10mm；Nut 7 is the thick zinc-plated hex nut of 8mm, and outer diameter is
30mm, internal diameter 20mm；Nut shim 8 is 3mm thickness galvanized sheet iron；3 outer diameter of pvc pipe is 20mm, length 180mm.
Each component specification can be according to construction site engineering project actual conditions in the utility model, scene materials production.
In use, unwrapping wire positioning marks the position of anchor ring, by PVC before concreting first according to 1 layout viewing of I-steel
Pipe 3 pre-buried (through-flooring 2 is pre-buried) is in the position marked, casting concrete, after concrete reaches intensity requirement, on flooring
I-steel 1 is laid, U-shaped anchor ring 4 passes through pre-buried PCV pipe 3, is fastened with keeper plate of steel 6 and nut 7, plays anchoring overhanging I-steel
Beam action.
Production can circulating type overhanging I-steel anchor ring when, overhanging I-steel floor plan need to draw determination, work in advance
Word steel is positioned to accurately, anchor ring unwrapping wire accurate positioning；Pre-buried pvc pipe production length will be suitable for being needed before concreting by pvc pipe
It is blocked with Rubber end, concrete is avoided to enter pvc pipe；When Gao Yasi makes, it need to guarantee chopping quality；Guarantee keeper plate of steel quality,
Nut quality；When slab thickness is unsatisfactory for the 120mm or more of code requirement, need to be arranged in the floor slab bottoms reinforcing bar of anchorage zone
Reinforcing rib, the setting quantity and specification of reinforcing rib need to be determined according to I-steel Force Calculation.
In the present embodiment can circulating type overhanging I-steel anchor ring, size can also be adjusted according to field condition, in the present embodiment
Each component part between size it is only for reference.
The above embodiments are only for explaining the technical ideas and features of the present invention, and its object is to allow be familiar with technique
Personage can understand the content of the utility model and implement accordingly, do not limit the protection scope of the present invention.
All equivalent change or modifications according to made by the spirit of the present invention essence, should all cover the protection scope of the utility model it
It is interior.
Claims (7)
1. one kind can circulating type overhanging I-steel anchor ring, it is described can circulating type overhanging I-steel anchor ring I-steel (1) is fixed to
On floor (2), which is characterized in that it is described can circulating type overhanging I-steel anchor ring include: to be embedded in floor (2) corresponding 2
Pvc pipe (3), U-shaped anchor ring (4), steel plate (5), keeper plate of steel (6), nut (7), nut shim (8)；The U-shaped anchor ring (4) is circle
Steel (4a), both ends are equipped with Kosé tooth (4b), and U-shaped anchor ring (4) ring bottom " ten " the word chiasma type is welded with steel plate (5), the U
Type anchor ring (4) both ends pass through 2 pvc pipes (3) from bottom to top, and the keeper plate of steel (6) passes through U-shaped anchor ring (4) both ends, passes through
Nut (7), nut shim (8) and Kosé tooth (4b) cooperate I-steel (1) fixed on floor (2).
2. one kind described in accordance with the claim 1 can circulating type overhanging I-steel anchor ring, which is characterized in that the U-shaped anchor ring (4)
Outer diameter is 18mm, and flat segments total height is 430mm, and Kosé tooth (4b) is highly 150mm, width 164mm.
3. one kind described in accordance with the claim 1 can circulating type overhanging I-steel anchor ring, which is characterized in that the steel plate (5) is long
Degree is 100mm, width 50mm, with a thickness of 3mm.
4. one kind described in accordance with the claim 1 can circulating type overhanging I-steel anchor ring, which is characterized in that the keeper plate of steel (6)
Width is 100mm, with a thickness of 10mm.
5. one kind described in accordance with the claim 1 can circulating type overhanging I-steel anchor ring, which is characterized in that the nut (7) is
The thick zinc-plated hex nut of 8mm, outer diameter 30mm, internal diameter 20mm.
6. one kind described in accordance with the claim 1 can circulating type overhanging I-steel anchor ring, which is characterized in that the nut shim
It (8) is 3mm thickness galvanized sheet iron.
7. one kind described in accordance with the claim 1 can circulating type overhanging I-steel anchor ring, which is characterized in that the pvc pipe (3) is outside
Diameter is 20mm, length 180mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821814196.8U CN209211865U (en) | 2018-11-06 | 2018-11-06 | One kind can circulating type overhanging I-steel anchor ring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821814196.8U CN209211865U (en) | 2018-11-06 | 2018-11-06 | One kind can circulating type overhanging I-steel anchor ring |
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| Publication Number | Publication Date |
|---|---|
| CN209211865U true CN209211865U (en) | 2019-08-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821814196.8U Active CN209211865U (en) | 2018-11-06 | 2018-11-06 | One kind can circulating type overhanging I-steel anchor ring |
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| CN (1) | CN209211865U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952765A (en) * | 2019-11-20 | 2020-04-03 | 中建四局第六建设有限公司 | Formwork supporting platform for shear wall high-altitude concrete cantilever structure and assembling method of formwork supporting platform |
| CN111519770A (en) * | 2020-05-06 | 2020-08-11 | 中铁建设集团有限公司 | Improved construction method for manufacturing and positioning U-shaped ring of discharging platform |
-
2018
- 2018-11-06 CN CN201821814196.8U patent/CN209211865U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952765A (en) * | 2019-11-20 | 2020-04-03 | 中建四局第六建设有限公司 | Formwork supporting platform for shear wall high-altitude concrete cantilever structure and assembling method of formwork supporting platform |
| CN111519770A (en) * | 2020-05-06 | 2020-08-11 | 中铁建设集团有限公司 | Improved construction method for manufacturing and positioning U-shaped ring of discharging platform |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200429 Address after: 518000 shop on the second and third floor of jintaoyuan building, No. 193, Taoyuan Road, Nantou street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Fourth Bureau Civil Engineering Co.,Ltd. Address before: 510665, Guangzhou, Guangdong, Tianhe District Province Yun Road, No. 16, B, building 5 floor Patentee before: CHINA CONSTRUCTION FOURTH ENGINEERING DIVISION Co.,Ltd. |
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| TR01 | Transfer of patent right |