CN201460191U - Combined screwed support - Google Patents
Combined screwed support Download PDFInfo
- Publication number
- CN201460191U CN201460191U CN2009200877342U CN200920087734U CN201460191U CN 201460191 U CN201460191 U CN 201460191U CN 2009200877342 U CN2009200877342 U CN 2009200877342U CN 200920087734 U CN200920087734 U CN 200920087734U CN 201460191 U CN201460191 U CN 201460191U
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- CN
- China
- Prior art keywords
- channel
- stud
- section steel
- support
- combined type
- 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 - Fee Related
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Abstract
The utility model relates to a combined screwed support comprising a channel steel support (1), a shaped clamping groove (2), a channel steel back-buckled clamp (3) and a stud bolt (4), wherein the channel steel support (1) and the shaped clamping groove (2) are strung by the stud bolt (4) and are buckled on a wing plate of an H-shaped steel post (8), the other end of the stud bolt (4) penetrates through the channel steel back-buckled clamp (3), and both ends of the stud bolt (4) are tightly screwed by nuts. The utility model has the advantages of convenient assembly, high practicability, economy, and the like and is an auxiliary facility for establishing an operating platform on a vertical operation surface in the air.
Description
Technical field
The utility model relates to support component, particularly relates to a kind of combined type and screws support.
Background technology
When utilizing engineering entity structure H steel column to carry out high-altitude installation task, needed interim support of welding thereon to be used to build operating platform in the past, and need remove after platform uses, this conventional method has many limitation, for example:
1. influence the quality impression:, can influence attractive in appearance in body structure surface formation damage to a certain degree after support member cuts off at the interim support member of engineering entity structure surface soldered.
2. operability is undesirable: interim operating platform is built in the high-altitude, and it is big that welding and protectiveness are removed task difficulty, and is dangerous strong.
3. uneconomical: when using as the needs large tracts of land, support member can't be reused, and the rolled steel dosage that can cause the installation measure to use like this increases, and stock utilization is low, and is uneconomical.
Summary of the invention
Technical problem to be solved in the utility model is: provide a kind of combined type to screw support, to overcome unfavorable problems such as the quality impression that traditional method was occurred of utilizing the engineering entity structure to build interim operating desk, operability, economy.
The technical scheme that its technical problem that solves the utility model adopts is: be made up of channel-section steel support, special-shaped draw-in groove, channel-section steel left-hand thread card and stud.Wherein: channel-section steel supports and special-shaped draw-in groove is through together with stud, is buckled on the wing plate of H steel column, penetrates channel-section steel left-hand thread card in the other end of stud, and tightens stud two fixing with nut.
The utility model compared with prior art has following major advantage:
One. easy to assembly: as to utilize better simply common used material, determine special-shaped draw-in groove, simply assemble at the scene, can reach the actual effect that installation needs according to scene actual H steel column size.
They are two years old. practical: do not need welding during owing to assembling, therefore not only safe in utilization, efficient, and do not affect the appearance.
They are three years old. economy: do not need welding during owing to assembling, and reusable after pulling down, therefore save rolled steel dosage, reduce cost.
Description of drawings
Fig. 1 is the assembling schematic diagram that combined type screws support.
Fig. 2 is that channel-section steel supports 1 structural representation.
Fig. 3 is the left view of Fig. 2.
Fig. 4 is the structural representation of special-shaped draw-in groove 2.
Fig. 5 is the left view of Fig. 4.
Fig. 6 is the upward view of Fig. 4.
Fig. 7 is the structural representation of channel-section steel left-hand thread card 3.
Fig. 8 is the left view of Fig. 7.
Fig. 9 is the structural representation of stud 4.
Figure 10 is the left view of Fig. 9.
Among the figure: 1. channel-section steel supports; 2. special-shaped draw-in groove; 3. channel-section steel left-hand thread card; 4. stud; 5. square washer; 6. nut; 7. spring washer; 8.H steel column.
The specific embodiment
The utility model is described in further detail below in conjunction with embodiment and accompanying drawing.
The combined type that the utility model provides screws support, is a kind of simple scheme that fixed platform supports on the H steel column, its structure as shown in Figure 1: by channel-section steel support 1, special-shaped draw-in groove 2, channel-section steel left-hand thread card 3 and stud 4 form.Wherein: channel-section steel support 1 and special-shaped draw-in groove 2 usefulness studs 4 are through together, are buckled on the wing plate of H steel column 8, penetrate channel-section steel left-hand thread card 3 in the other end of stud, and tighten stud two fixing with nut.H steel column 8 is engineering finished products, utilizes its origin of force as whole support.
Described channel-section steel supports 1, can be made by No. 14～No. 18 channel-section steels, installs the bolt hole of φ 22～φ 26 at channel-section steel end centre bit, is used to penetrate stud 4, makes channel-section steel support 1 and is fixedly linked with special-shaped draw-in groove 2.
Described special-shaped draw-in groove 2 can be made of δ 10 steel plates, and its draw-in groove mouth is made the wide 1-2mm of wing plate thickness that requires than H steel column 8 by δ 10 steel plates; Be provided with the bolt slotted hole of φ 24 on its extension plate, this hole is used for the secured adjusted of stud 4.
Described channel-section steel left-hand thread card can be made by No. 14～No. 18 channel-section steels and δ 10～δ 12 steel plates, establishes the bolt hole of φ 22～φ 26 at the channel-section steel middle part.
Described stud 4, it screws support fixation with this combined type and is clamped on the H steel column 8 with square washer 5, nut 6 and spring washer 7 together.Stud 4 can adopt M20～M24 stud.
The utility model is a kind of supporting facility that the vertical in midair scope of operation is built operating platform, and it need not welding and just can be fixed on the H steel column according to the needs at scene.During installation, can earlier channel-section steel support 1 and special-shaped draw-in groove 2 usefulness studs 4 be through together, be buckled on the wing plate of H steel column 8.This support adjust to determine on the good installation absolute altitude position after, the other end of stud penetrate channel-section steel left-hand thread card 3 and stud two tightened fix after, this combined type screws the support installation forming.
Also installing on the adjacent H steel column after combined type screws support, can on supporting, set up operating desk as stated above.But operating desk spot welding is fixed on channel-section steel and supports on 1, can earlier platform be hung during dismounting, pulls down stud 4 and channel-section steel left-hand thread card 3 then.After platform and channel-section steel support this moment 1 can hang ground together, decompose again.Reclaim the special-shaped draw-in groove 2 on the H steel column.
The utility model assembly unit and disassemble easy.
Claims (5)
1. a combined type screws support, it is characterized in that supporting (1), special-shaped draw-in groove (2), channel-section steel left-hand thread card (3) and stud (4) by channel-section steel forms, wherein: channel-section steel supports (1) and special-shaped draw-in groove (2) is through together with stud (4), be buckled on the wing plate of H steel column (8), penetrate channel-section steel left-hand thread card (3) in the other end of stud, and tighten stud two fixing with nut.
2. combined type according to claim 1 screws support, it is characterized in that described channel-section steel supports (1), is provided with the bolt hole that is used with stud (4) in its center, end.
3. combined type according to claim 1 screws support, it is characterized in that described special-shaped draw-in groove (2), and its draw-in groove mouth is provided with the bolt slotted hole than the wide 1-2mm of wing plate thickness of H steel column (8) on its extension plate.
4. combined type according to claim 1 screws support, it is characterized in that described channel-section steel left-hand thread card (3), is provided with the bolt hole of φ 22～φ 26 at its channel-section steel middle part.
5. combined type according to claim 1 screws support, it is characterized in that adopting M20～M24 stud (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200877342U CN201460191U (en) | 2009-07-31 | 2009-07-31 | Combined screwed support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200877342U CN201460191U (en) | 2009-07-31 | 2009-07-31 | Combined screwed support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201460191U true CN201460191U (en) | 2010-05-12 |
Family
ID=42387544
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200877342U Expired - Fee Related CN201460191U (en) | 2009-07-31 | 2009-07-31 | Combined screwed support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201460191U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102556621A (en) * | 2011-12-15 | 2012-07-11 | 青岛港（集团）有限公司 | Belt conveyor capable of realizing arc transition |
| CN110552493A (en) * | 2019-09-17 | 2019-12-10 | 广州中石科技有限公司 | Hang subassembly and suspend scaffold in midair |
-
2009
- 2009-07-31 CN CN2009200877342U patent/CN201460191U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102556621A (en) * | 2011-12-15 | 2012-07-11 | 青岛港（集团）有限公司 | Belt conveyor capable of realizing arc transition |
| CN102556621B (en) * | 2011-12-15 | 2014-03-19 | 青岛港（集团）有限公司 | Belt conveyor capable of realizing arc transition |
| CN110552493A (en) * | 2019-09-17 | 2019-12-10 | 广州中石科技有限公司 | Hang subassembly and suspend scaffold in midair |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHINA FIRST METALLURGICAL CONSTRUCTION GROUP CORPO Free format text: FORMER NAME: CHINA FIRST METALLURGICAL CONSTRUCTION CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 430081 Wuhan Industrial Zone, Qingshan District, Hubei, No. 3 Patentee after: China First Metallurgical Group Co., Ltd. Address before: 430081 Wuhan Industrial Zone, Qingshan District, Hubei, No. 3 Patentee before: China First Metallurgical Construction Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100512 Termination date: 20170731 |