CN202324587U - Reinforcement bolt pull ring applied to building construction overhanging scaffold - Google Patents
Reinforcement bolt pull ring applied to building construction overhanging scaffold Download PDFInfo
- Publication number
- CN202324587U CN202324587U CN2011204582431U CN201120458243U CN202324587U CN 202324587 U CN202324587 U CN 202324587U CN 2011204582431 U CN2011204582431 U CN 2011204582431U CN 201120458243 U CN201120458243 U CN 201120458243U CN 202324587 U CN202324587 U CN 202324587U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- draw ring
- pull ring
- bar bolt
- bolt draw
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a tool applied to a building construction overhanging scaffold, in particular to a reinforcement bolt pull ring applied to a building construction overhanging scaffold. The reinforcement bolt pull ring applied to the building construction overhanging scaffold comprises a reinforcement bolt pull ring (1), a wood wedge (2), channel beam (3), a bushing (8), a floor (4) and a steel plate (5), and is characterized in that: the bushing (8) is embedded during casting of the floor (4); the steel plate (5) is arranged below the bushing (8); the reinforcement bolt pull ring (1) sequentially penetrates through the bushing (8) and the steel plate (5); a washer (7) is arranged on a threaded part of the reinforcement bolt pull ring (1) and is fixed by a nut (6); the channel beam (3) is arranged in the reinforcement bolt pull ring (1); and the top of the channel beam (3) is tightened by the wood wedge (2). The reinforcement bolt pull ring has the advantages of safety, reliability, reusability, low cost and capability of increasing working efficiency.
Description
Technical field
The utility model relates to a kind of instrument that is applied to the building operations builder's jack, more specifically to a kind of reinforcing bar bolt draw ring that is applied to the building operations builder's jack.
Background technology
At present, at the draw ring that the construction site builder's jack uses, traditional way is an embedded bar, and this way cost height is uneconomical, can only use once, can not reuse, and each use all needs processing and fabricating, causes unnecessary manpower, financial resources waste.
The utility model content
The technical problem that the utility model will solve is: a kind of reinforcing bar bolt draw ring that is applied to the building operations builder's jack is provided, replaces embedded bar with reinforcing bar bolt draw ring, and safe and reliable; Can repeatedly have enough to meet the need use; Cost is low, does not influence follow-up work, increases work efficiency.
The utility model comprises reinforcing bar bolt draw ring, wooden contract, channel-section steel, sleeve pipe, floor, steel plate; Its characteristics are: service sleeve during the cast floor, steel plate is housed below sleeve pipe, and reinforcing bar bolt draw ring passes sleeve pipe, steel plate successively; Packing ring is equipped with at the screw thread place of reinforcing bar bolt draw ring, is fixed by nut.Channel-section steel is packed in the reinforcing bar bolt draw ring, and the channel-section steel top is by wooden contract jam-pack.
The utility model has the advantages that: safe and reliable, reusable, cost is low, thereby has improved operating efficiency.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is done further explain.
Fig. 1 is a kind of structural representation of reinforcing bar bolt draw ring in construction that is applied to the building operations builder's jack of the utility model;
Fig. 2 be among Fig. 1 A to right view;
Fig. 3 is the structural representation of reinforcing bar bolt draw ring 1 among Fig. 1;
Fig. 4 is the structural representation of Fig. 1 light plate 5.
The specific embodiment
In Fig. 1,2,3,4: service sleeve 8 when cast floor 4, sleeve pipe 8 is a plastic pipe, and steel plate 5 is housed below sleeve pipe 8, reinforcing bar bolt draw ring 1 passes sleeve pipe 8, steel plate 5 successively.Reinforcing bar bolt draw ring 1 is a ∩ shape, and its two ends are screw thread, and packing ring 7 is equipped with at the screw thread place of reinforcing bar bolt draw ring 1 respectively, and is fixing by nut 6.Reinforcing bar bolt draw ring 1 length is 100cm; Diameter
is for the I level steel clod wash of 16mm becomes ∩ shape, and its two ends reach is 300mm.Steel plate 5 is provided with two identical holes 9, and hole 9 is oval, and its effect is: in case when deviation took place in pre-buried sleeve pipe 8 positions, reinforcing bar bolt draw ring 1 can be through slotted eye 9 adjustment.The specification of steel plate 5 is 220 * 80 * 10mm, and two holes 9 on the steel plate 5 are 18 * 40mm, and pitch-row is 100mm.Channel-section steel 3 is packed in the reinforcing bar bolt draw ring 1, channel-section steel 3 tops are by wooden contract 2 jam-packs again.
In sum: reinforcing bar bolt draw ring 1 is fixing shaped steel outrigger when setting up builder's jack at the construction field (site), after scaffold is removed, and promptly dismountable reinforcing bar bolt draw ring 1, reinforcing bar bolt draw ring 1 can continue use when setting up scaffold once more.Reinforcing bar bolt draw ring 1 can use in Projects with Different or in the different floor turnovers of identical items, and is easy for installation, with low cost, safe and reliable, reusable, thereby improved operating efficiency.
Claims (3)
1. reinforcing bar bolt draw ring that is applied to the building operations builder's jack; Comprise reinforcing bar bolt draw ring (1), wooden contract (2), channel-section steel (3), sleeve pipe (8), floor (4), steel plate (5) is characterized in that: service sleeve (8) during cast floor (4); Steel plate (5) is housed below sleeve pipe (8); Reinforcing bar bolt draw ring (1) passes sleeve pipe (8), steel plate (5) successively, and packing ring (7) is equipped with at the screw thread place of reinforcing bar bolt draw ring (1), and is fixing by nut (6); Channel-section steel (3) is packed in the reinforcing bar bolt draw ring (1), and channel-section steel (3) top is by wooden contract (2) jam-pack.
2. a kind of reinforcing bar bolt draw ring that is applied to the building operations builder's jack according to claim 1 is characterized in that: reinforcing bar bolt draw ring (1) is a ∩ shape, and its two ends are screw thread.
3. a kind of reinforcing bar bolt draw ring that is applied to the building operations builder's jack according to claim 1, it is characterized in that: steel plate (5) is provided with two identical holes (9), and its hole (9) are oval.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204582431U CN202324587U (en) | 2011-11-18 | 2011-11-18 | Reinforcement bolt pull ring applied to building construction overhanging scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204582431U CN202324587U (en) | 2011-11-18 | 2011-11-18 | Reinforcement bolt pull ring applied to building construction overhanging scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202324587U true CN202324587U (en) | 2012-07-11 |
Family
ID=46436568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204582431U Expired - Lifetime CN202324587U (en) | 2011-11-18 | 2011-11-18 | Reinforcement bolt pull ring applied to building construction overhanging scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202324587U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102777022A (en) * | 2012-08-03 | 2012-11-14 | 汕头市建筑工程总公司 | Postpositional double-steel-channel overhanging scaffold and construction method thereof |
-
2011
- 2011-11-18 CN CN2011204582431U patent/CN202324587U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102777022A (en) * | 2012-08-03 | 2012-11-14 | 汕头市建筑工程总公司 | Postpositional double-steel-channel overhanging scaffold and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120711 |