CN204265221U - A kind of super large-scale hoisting steel plate instrument - Google Patents
A kind of super large-scale hoisting steel plate instrument Download PDFInfo
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- CN204265221U CN204265221U CN201420731601.5U CN201420731601U CN204265221U CN 204265221 U CN204265221 U CN 204265221U CN 201420731601 U CN201420731601 U CN 201420731601U CN 204265221 U CN204265221 U CN 204265221U
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Abstract
The utility model relates to a kind of super large-scale hoisting steel plate instrument, comprise the suspension ring, top steel rope, combination hanging beam, bottom steel rope and the large plate hook that connect successively from top to bottom, array bindiny mechanism is established in the corresponding steel rope junction of described combination hanging beam, and top steel rope is connected by bindiny mechanism with bottom steel rope.Combination hanging beam is made up of upper junction plate, lower connecting plate, channel-section steel one and channel-section steel two, bindiny mechanism is made up of bearing pin, spacer, primary and secondary ring and back-up ring, and bearing pin is fixed by back-up ring through after the end ring buckle of the main ring of channel-section steel one, spacer one, the end ring buckle of top steel rope one, primary and secondary ring, top steel rope two, spacer two and channel-section steel two successively.Primary and secondary ring is made up of a main ring and two subrings.Compared with prior art, the beneficial effects of the utility model are: the lifting discharging that can realize tubulation industry overlength, ultra-wide, ultra-thick steel plates, and suspender is from heavy and light, and structure is simple, easy to make, does not consume the energy, economical and practical.
Description
Technical field
The utility model relates to a kind of suspender, particularly relates to a kind of super large-scale hoisting steel plate instrument.
Background technology
Mainly adopt electromagnetic lifter and vacuum sling during current tubulation industry steel plate discharging, these two kinds of lifting devices are general only for regular size hoisting steel plate, and cost and maintenance cost costliness.Be directed to steel plate length and be greater than 14m, width is greater than 5m, thickness is greater than 60mm, the steel plate of individual weight more than 30 tons, above-mentioned two kinds of suspenders are because deadweight is very heavy, not only can increase crane load, and two kinds of suspender use procedures all need to consume certain energy, once overload operation causes damage maintenance difficult.
Summary of the invention
The utility model provides a kind of super large-scale hoisting steel plate instrument, realizes the lifting discharging of tubulation industry overlength, ultra-wide, ultra-thick steel plates, and suspender is from heavy and light, and structure is simple, easy to make, does not consume the energy, economical and practical.
In order to achieve the above object, the utility model realizes by the following technical solutions:
A kind of super large-scale hoisting steel plate instrument, comprise the suspension ring, top steel rope, combination hanging beam, bottom steel rope and the large plate hook that connect successively from top to bottom, array bindiny mechanism is established in the corresponding steel rope junction of described combination hanging beam, and top steel rope is connected by bindiny mechanism with bottom steel rope.
Described combination hanging beam is made up of upper junction plate, lower connecting plate, channel-section steel one and channel-section steel two, channel-section steel one and channel-section steel two are oppositely arranged, form hanging beam main frame with upper junction plate and lower connecting plate, upper junction plate and lower connecting plate disconnect 200 ~ 300mm distance or offer notch in corresponding steel rope junction.
Described bindiny mechanism is made up of bearing pin, spacer, primary and secondary ring and back-up ring, and bearing pin is fixed by back-up ring through after the end ring buckle of the main ring of channel-section steel one, spacer one, the end ring buckle of top steel rope one, primary and secondary ring, top steel rope two, spacer two and channel-section steel two successively.
Boss is established inside described channel-section steel.
Described primary and secondary ring is made up of a main ring and two subrings, and two subrings connect the upper end of bottom steel rope one and bottom steel rope two respectively, and bottom steel rope one is connected large plate hook respectively with the lower end of bottom steel rope two.
Compared with prior art, the beneficial effects of the utility model are:
Can realize the lifting discharging of tubulation industry overlength, ultra-wide, ultra-thick steel plates, suspender is from heavy and light, and structure is simple, easy to make, does not consume the energy, economical and practical.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the A-A cutaway view of Fig. 1.
Fig. 3 is the I portion enlarged view in Fig. 2.
Fig. 4 is the II portion enlarged view in Fig. 2.
In figure: 1. large plate hook 7. steel plate of steel rope 1 top, suspension ring 2. top steel rope 21. top steel rope 2 3. combination hanging beam 31. upper junction plate 32. lower connecting plate 33. channel-section steel 1 channel-section steel 2 4. bindiny mechanism 41. bearing pin 42. spacer 1 spacer 2 44. primary and secondary ring main ring 45. primary and secondary ring ring 46. back-up ring 47. boss 5. bottom steel rope 1 bottom, steel rope 51. bottom steel rope 2 6.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described further:
See Fig. 1-Fig. 3, it is structural representation of the present utility model, a kind of super large-scale hoisting steel plate of the utility model instrument, comprise the suspension ring 1, top steel rope 2, combination hanging beam 3, bottom steel rope 5 and the large plate hook 6 that connect successively from top to bottom, array bindiny mechanism 4 is established in the corresponding steel rope junction of described combination hanging beam 3, and top steel rope 2 is connected by bindiny mechanism 4 with bottom steel rope 5.
Described combination hanging beam 3 is made up of upper junction plate 31, lower connecting plate 32, channel-section steel 1 and channel-section steel 2 34, channel-section steel 1 and channel-section steel 2 45 are oppositely arranged, form hanging beam main frame with upper junction plate 31 and lower connecting plate 32, upper junction plate 31 and lower connecting plate 32 disconnect 200 ~ 300mm distance or offer notch in corresponding steel rope junction.
Described bindiny mechanism 4 is made up of bearing pin 41, spacer, primary and secondary ring and back-up ring 45, and bearing pin 41 is fixed by back-up ring 46 through after the end ring buckle of the main ring 44 of channel-section steel 1, spacer 1, the end ring buckle of top steel rope 1, primary and secondary ring, top steel rope 2 22, spacer 2 43 and channel-section steel 2 34 successively.
Boss 47 is established inside described channel-section steel.
Described primary and secondary ring is made up of a main ring 44 and two subrings 45, and two subrings 45 connect the upper end of bottom steel rope 1 and bottom steel rope 2 52 respectively, and bottom steel rope 1 is connected large plate hook 6 respectively with the lower end of bottom steel rope 2 52.(see Fig. 4)
Following examples are implemented under premised on technical solutions of the utility model, give detailed embodiment and concrete operating process, but protection domain of the present utility model are not limited to following embodiment.In following embodiment, method therefor is conventional approach if no special instructions.
[embodiment 1]
Lifting length is 18.4m, and width is 5.2m, and thickness is the steel plate 7 of 65mm, single steel plate 7 heavily about 49 tons.
Adopt 28C channel-section steel, the thickness of upper junction plate 31 and lower connecting plate 32 is 25mm, and width is 290mm, welding production combination hanging beam 3.Combination hanging beam 3 total length 16m, interval 2.5m establishes 7 suspension centres and steel rope junction altogether.
Top steel rope 2 and bottom steel rope 5 all adopt ￠ 25mm diameter wire rope.
Bearing pin 41 diameter 55mm, long 360mm, main ring 44 and subring 45 diameter of primary and secondary ring are ￠ 55mm, and be provided with the thick boss 47 of 35mm in channel-section steel 1 and channel-section steel 2 34, spacer thickness is 30mm.Bearing pin is fixed by back-up ring 46 through after the end ring buckle of the main ring 44 of channel-section steel 1, spacer 1, the end ring buckle of top steel rope 1, primary and secondary ring, top steel rope 2 22, spacer 2 43 and channel-section steel 2 34 successively.
The two ends of top steel rope 2 adopt ring buckle to be fixed on suspension ring 1 and bearing pin 41, also can establish pulley with bearing pin 41 junction.Bottom steel rope 5 upper end is fixed in the subring 45 of primary and secondary ring, and end connects large plate hook 6.
During use, large plate hook 6 is hooked in the appropriate location needing steel plate 7, suspension ring 1 are hung in the suspension hook of crane, utilize crane lifting can complete steel plate 7 and hang the operation of loading or unloading plate.
Claims (5)
1. a super large-scale hoisting steel plate instrument, it is characterized in that, comprise the suspension ring, top steel rope, combination hanging beam, bottom steel rope and the large plate hook that connect successively from top to bottom, array bindiny mechanism is established in the corresponding steel rope junction of described combination hanging beam, and top steel rope is connected by bindiny mechanism with bottom steel rope.
2. a kind of super large-scale hoisting steel plate instrument according to claim 1, it is characterized in that, described combination hanging beam is made up of upper junction plate, lower connecting plate, channel-section steel one and channel-section steel two, channel-section steel one and channel-section steel two are oppositely arranged, form hanging beam main frame with upper junction plate and lower connecting plate, upper junction plate and lower connecting plate disconnect 200 ~ 300mm distance or offer notch in corresponding steel rope junction.
3. a kind of super large-scale hoisting steel plate instrument according to claim 1, it is characterized in that, described bindiny mechanism is made up of bearing pin, spacer, primary and secondary ring and back-up ring, and bearing pin is fixed by back-up ring through after the end ring buckle of the main ring of channel-section steel one, spacer one, the end ring buckle of top steel rope one, primary and secondary ring, top steel rope two, spacer two and channel-section steel two successively.
4. a kind of super large-scale hoisting steel plate instrument according to claim 3, is characterized in that, establish boss inside described channel-section steel.
5. a kind of super large-scale hoisting steel plate instrument according to claim 3, it is characterized in that, described primary and secondary ring is made up of a main ring and two subrings, two subrings connect the upper end of bottom steel rope one and bottom steel rope two respectively, and bottom steel rope one is connected large plate hook respectively with the lower end of bottom steel rope two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420731601.5U CN204265221U (en) | 2014-11-27 | 2014-11-27 | A kind of super large-scale hoisting steel plate instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420731601.5U CN204265221U (en) | 2014-11-27 | 2014-11-27 | A kind of super large-scale hoisting steel plate instrument |
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| CN204265221U true CN204265221U (en) | 2015-04-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420731601.5U Active CN204265221U (en) | 2014-11-27 | 2014-11-27 | A kind of super large-scale hoisting steel plate instrument |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107934744A (en) * | 2017-12-22 | 2018-04-20 | 大连华锐重工集团股份有限公司 | Polar crane integral hoisting device for rapid |
| CN110980500A (en) * | 2019-12-06 | 2020-04-10 | 中国三冶集团有限公司 | Balanced stress auxiliary hanging beam and roof structure integral hoisting method |
-
2014
- 2014-11-27 CN CN201420731601.5U patent/CN204265221U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107934744A (en) * | 2017-12-22 | 2018-04-20 | 大连华锐重工集团股份有限公司 | Polar crane integral hoisting device for rapid |
| CN107934744B (en) * | 2017-12-22 | 2023-11-28 | 大连华锐重工集团股份有限公司 | Integral hoisting device for ring crane |
| CN110980500A (en) * | 2019-12-06 | 2020-04-10 | 中国三冶集团有限公司 | Balanced stress auxiliary hanging beam and roof structure integral hoisting method |
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