CN202672734U - Customization combined umbrella type rebar procession shed - Google Patents
Customization combined umbrella type rebar procession shed Download PDFInfo
- Publication number
- CN202672734U CN202672734U CN 201220347528 CN201220347528U CN202672734U CN 202672734 U CN202672734 U CN 202672734U CN 201220347528 CN201220347528 CN 201220347528 CN 201220347528 U CN201220347528 U CN 201220347528U CN 202672734 U CN202672734 U CN 202672734U
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- steel
- shed
- frame
- strut
- procession
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Abstract
The utility model discloses a customization combined umbrella type rebar procession shed which is formed by splicing multiple branch procession sheds. Each branch procession shed comprises a steel frame and a steel pillar. The steel frame is arranged on the steel pillar and tensioned by oblique suspension steel wires. A through hole used to connect the oblique suspension steel wires is arranged on the outer surface of the top of the steel pillar. A ring-shaped steel plate used to support the steel frame is fixedly connected on the outer surface adjacent to the top of the steel pillar. A deep floor is fixedly connected on the bottom of the steel pillar. The branch procession sheds are connected by bolts so that the entire structure can be dismantled, repeatedly used and consequently manufacture cost is reduced. Compared with a traditional simple rebar procession shed, all the steel pillars used to brace the middle parts of the steel frames and no pillars are arranged around. Thus, the problem of inconvenience of moving long rebars due to obstruction of the pillars in the traditional rebar shed is solved and the procession efficiency is greatly improved.
Description
Technical field
The utility model refers in particular to a kind of typing compound parachute formula reinforcing steel processing shed about a kind of reinforcing steel processing shed.
Background technology
The form of building operations reinforcing steel processing shed generally adopts the rectangle steel frame construction at present, this kind structure is commonly 9 meters because of steel bar fixed length length when screwing steel bars, the workman is in process, and lifting into carrying away the impact that is subjected to column of reinforcing bar is very inconvenient, and working (machining) efficiency reduces a lot.
The utility model content
Because the problems referred to above, the utility model provides a kind of typing compound parachute formula reinforcing steel processing shed, is spliced by a plurality of minutes machining sheds, and machining shed comprised a steel frame and a steel strut in described minute, described steel frame is set up on the described steel strut, and by the tensioning of oblique pull steel wire.
Wherein, described steel frame is spliced by two minutes steel frames, described minute steel frame is a rectangle frame steel work, offer half circular steel structure on the first side of described minute steel frame, the radius of described semicircle steel work is identical with the radius of described steel strut, the two ends of the second side of described minute steel frame are installed with respectively a draw ring that is used for connecting described oblique pull steel wire, two described minutes steel frames dock in semicircle steel work place separately and form described steel frame, and are formed centrally a circular steel structure in described steel frame.
Offer a through hole that is used for connecting described oblique pull steel wire on the external surface at described steel strut top, described steel strut is near being connected with a doughnut-shaped steel plate that is used for supporting described steel frame on the external surface at top.
Further, between described minute machining shed and all with bolts between described minute steel frame.For overall structure is reinforced, also at described minute steel frame in described semicircle steel work place, towards the direction of described draw ring, be connected with two oblique pull steel pipes, and be connected with deep floor in the bottom of described steel strut.
With bolts between the of the present utility model minute machining shed, make total detachable, can reuse, reduced cost of manufacture, relatively traditional Simple reinforced bar machining shed, steel strut of the present utility model all is supported on the middle part of steel frame, there is not column all around, solved originally when the long reinforcing bar of carrying, lifted the inconvenience that stopped by column into carrying away, greatly improved working (machining) efficiency.
Description of drawings
Fig. 1 is the front view of the utility model typing compound parachute formula reinforcing steel processing shed.
Fig. 2 is minute steel frame schematic diagram of the utility model typing compound parachute formula reinforcing steel processing shed.
Fig. 3 is the steel frame schematic diagram that the utility model typing compound parachute formula reinforcing steel processing shed is spliced by minute steel frame shown in Fig. 2.
Fig. 4 is the steel strut schematic diagram of the utility model typing compound parachute formula reinforcing steel processing shed.
The specific embodiment
Cooperation is referring to shown in Figure 1, the utility model typing compound parachute formula reinforcing steel processing shed 1 is spliced by bolt by a plurality of minutes machining sheds 10, machining shed 10 comprised a steel frame 20 and a steel strut 30 in described minute, described steel frame 20 is set up on the described steel strut 30, and by 11 tensionings of oblique pull steel wire.
Cooperation is referring to Fig. 2, shown in Figure 3, described steel frame 20 is spliced by two minutes steel frames 21, described minute steel frame 21 is a rectangle frame steel work, offer half circular steel structure 212 on the first side 211 of described minute steel frame 21, the radius of described semicircle steel work 212 is identical with the radius of described steel strut 30, and the two ends of the second side 213 of described minute steel frame 21 are installed with respectively a draw ring 214 that is used for connecting described oblique pull steel wire 11.As shown in Figure 3, steel frame 21 formed described steel frame 20 in semicircle steel work 212 places separately by the bolt docking in two described minutes, and formed a circular steel structure 22 in the center of described steel frame 20 by two semicircle steel work 212 amalgamations.For machining shed integral body is reinforced, described minute steel frame 21 towards the direction of described draw ring 214, is connected with two oblique pull steel pipes 23 in described semicircle steel work 22 places.
Cooperation is referring to shown in Figure 4, offer a through hole 31 that is used for connecting described oblique pull steel wire 11 on the external surface at described steel strut 30 tops 301, one end of described oblique pull steel wire 11 is connected with described draw ring 214, and the other end of described oblique pull steel wire 11 is connected with described through hole 31.Described steel strut 30 is near being connected with a doughnut-shaped steel plate 32 that is used for supporting described steel frame 20 on the external surfaces at top 301, described steel frame 20 passes described steel strut 30 by described circular steel structure 22 places, and the support by described doughnut-shaped steel plate 32, be set up on the described steel strut 30.For machining shed integral body is reinforced, the bottom of described steel strut 30 also is connected with deep floor 33.
Because of with bolts between equal between minute machining shed 10 of the utility model typing compound parachute formula reinforcing steel processing shed 1 and the described minute steel frame 21, make total detachable, can reuse, reduced cost of manufacture.Relatively traditional Simple reinforced bar machining shed, the steel strut 30 of the utility model typing compound parachute formula reinforcing steel processing shed 1 all is supported on the center of steel frame 20, there is not column around the whole machining shed, solved originally when the reinforcing bar that carrying is grown, lift the inconvenience that stopped by column into carrying away, greatly improved working (machining) efficiency.Also can according to the requirement of shelter of different regions, adopt the wooden springboard in shop, bamboo fragrant plant sheet etc. to do the planar surface encloses of machining shed, rainproof protection.
Claims (6)
1. a typing compound parachute formula reinforcing steel processing shed is characterized in that being spliced by a plurality of minutes machining sheds, and machining shed comprised a steel frame and a steel strut in described minute, and described steel frame is set up on the described steel strut, and by the tensioning of oblique pull steel wire.
2. typing compound parachute formula reinforcing steel processing shed as claimed in claim 1, it is characterized in that described steel frame is spliced by two minutes steel frames, described minute steel frame is a rectangle frame steel work, offer half circular steel structure on the first side of described minute steel frame, the radius of described semicircle steel work is identical with the radius of described steel strut, the two ends of the second side of described minute steel frame are installed with respectively a draw ring that is used for connecting described oblique pull steel wire, two described minutes steel frames form a circular steel structure by described semicircle steel work in the amalgamation of the center of described steel frame in the described steel frame of semicircle steel work place docking formation separately.
3. typing compound parachute formula reinforcing steel processing shed as claimed in claim 2, it is characterized in that offering on the external surface at described steel strut top a through hole that is used for connecting described oblique pull steel wire, one end of described oblique pull steel wire is connected with described draw ring, and the other end of described oblique pull steel wire is connected with described through hole;
Described steel strut is near being connected with a doughnut-shaped steel plate that is used for supporting described steel frame on the external surface at top, and described steel frame passes described steel strut by described circular steel structure place, and the support by described doughnut-shaped steel plate, is set up on the described steel strut.
4. typing compound parachute formula reinforcing steel processing shed as claimed in claim 1 or 2, it is characterized in that between described minute machining shed and described minute steel frame between all with bolts.
5. typing compound parachute formula reinforcing steel processing shed as claimed in claim 2 is characterized in that described minute steel frame in described semicircle steel work place, towards the direction of described draw ring, is connected with two oblique pull steel pipes.
6. such as claim 1 or 3 described typing compound parachute formula reinforcing steel processing sheds, it is characterized in that the bottom of described steel strut is connected with deep floor.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220347528 CN202672734U (en) | 2012-07-17 | 2012-07-17 | Customization combined umbrella type rebar procession shed |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220347528 CN202672734U (en) | 2012-07-17 | 2012-07-17 | Customization combined umbrella type rebar procession shed |
Publications (1)
Publication Number | Publication Date |
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CN202672734U true CN202672734U (en) | 2013-01-16 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 201220347528 Expired - Fee Related CN202672734U (en) | 2012-07-17 | 2012-07-17 | Customization combined umbrella type rebar procession shed |
Country Status (1)
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CN (1) | CN202672734U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103174309A (en) * | 2013-03-20 | 2013-06-26 | 中天建设集团有限公司 | Umbrella-shaped finalization shed |
-
2012
- 2012-07-17 CN CN 201220347528 patent/CN202672734U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103174309A (en) * | 2013-03-20 | 2013-06-26 | 中天建设集团有限公司 | Umbrella-shaped finalization shed |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130116 Termination date: 20190717 |
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CF01 | Termination of patent right due to non-payment of annual fee |