CN104005548A - Steel structure installation scaffold - Google Patents
Steel structure installation scaffold Download PDFInfo
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- CN104005548A CN104005548A CN201410251590.5A CN201410251590A CN104005548A CN 104005548 A CN104005548 A CN 104005548A CN 201410251590 A CN201410251590 A CN 201410251590A CN 104005548 A CN104005548 A CN 104005548A
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- sleeve pipe
- vertical
- railing
- horizontal
- cross bar
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Abstract
The invention relates to a steel structure installation scaffold. The steel structure installation scaffold comprises a steel beam 1, two L-shaped left vertical sleeves II arranged at the left side of the steel beam 1, two L-shaped right vertical sleeves II arranged at the right side of the steel beam 1, left vertical sleeves I vertically fixed at the outer side ends of the left vertical sleeves II, right vertical sleeves I vertically fixed at the outer side ends of the right vertical sleeves II, an L-shaped left transverse sleeve and a right transverse rod, and left vertical rods and right vertical rods, wherein the lower ends of the left vertical rods and the right vertical rods are movably inserted and fixed in the left vertical sleeves II and the right vertical sleeves II by use of locking device I, respectively. The left transverse sleeve, the right transverse rod, the left vertical sleeves I, the left vertical sleeves II, the right vertical sleeves I and the right vertical sleeves II are combined into two frame-like scaffolds at the left and right sides of the steel beam, and the two scaffolds are capable of moving on the steel beam by virtue of the right transverse rod. As a result, the steel structure installation scaffold is simple to assemble and disassemble so that the set-up speed of the scaffold is increased, and meanwhile, the steel structure installation scaffold is also convenient to transport.
Description
Technical field
The present invention relates to a kind of scaffold.
Background technology
Along with industrial expansion, the fields such as factory, building all adopt steel structural form, in the time of Steel Structure Installation, need to set up tubular scaffolding, build dismounting all comparatively complicated, have therefore affected efficiency of construction.
Summary of the invention
The present invention is in order to overcome the deficiency of above technology, the Steel Structure Installation scaffold that provides a kind of simple and convenient to build dismounting.
The present invention overcomes the technical scheme that its technical problem adopts:
This Steel Structure Installation scaffold, comprise girder steel 1, be arranged on the vertical sleeve pipe II in two L-shaped left sides in girder steel 1 left side, be arranged on the vertical sleeve pipe II in two L-shaped right sides on girder steel right side, vertically be fixed on the vertical sleeve pipe I in a left side of left vertical sleeve pipe II outboard end, vertically be fixed on the vertical sleeve pipe I in the right side of right vertical sleeve pipe II outboard end, left vertical rod and the right vertical rod in left vertical sleeve pipe II and right vertical sleeve pipe II is fixed on by locking system I activity plug-in mounting in L-shaped left horizontal sleeve pipe and right cross bar and lower end, the top of described left vertical rod and right vertical rod is individually fixed in the horizontal ends of left horizontal sleeve pipe and right cross bar, the vertical end of described left horizontal sleeve pipe and right cross bar is fixed in left vertical sleeve pipe I and right vertical sleeve pipe I by locking system II activity plug-in mounting respectively, the horizontal ends of described right cross bar is fixed in the horizontal ends of left horizontal sleeve pipe by locking system III activity plug-in mounting, the horizontal ends of described right cross bar is horizontally placed on the upper surface of girder steel, two scaffold floor two ends are placed in respectively in the vertical sleeve pipe II in two left sides and two vertical sleeve pipe II in the right side.
Above-mentioned locking system I comprises the through hole being arranged at respectively in left vertical sleeve pipe II, left vertical rod, right vertical rod and right vertical sleeve pipe II, after the through hole of the left vertical sleeve pipe II of screw bolt passes and left vertical rod and the through hole of right vertical sleeve pipe II and right vertical rod, fixes by nut check.
Above-mentioned locking system II comprises the through hole being arranged at respectively on left vertical sleeve pipe I, right vertical sleeve pipe I, the vertical end of left horizontal sleeve pipe and the vertical end of right cross bar, after the through hole of the left vertical sleeve pipe I of screw bolt passes and left horizontal sleeve pipe and the through hole of right vertical sleeve pipe I and right cross bar, fixes by nut check.
Above-mentioned locking system III comprises that described locking system II comprises the through hole being arranged at respectively in left horizontal sleeve water flush end and right cross bar horizontal ends, fixes by nut check after the through hole on the left horizontal sleeve pipe of screw bolt passes and right cross bar.
In order to improve rigidity, also comprise that two ends are individually fixed in vertical end and horizontal ends and the right vertical vertical end of sleeve pipe II and two diagonal members of horizontal ends of left vertical sleeve pipe II.
In order to improve safety, also comprise the railing sleeve pipe and the railing that are individually fixed on left horizontal sleeve pipe and the vertical end of right cross bar, described railing two ends are plugged in respectively in railing sleeve pipe, after screw bolt passes sleeve pipe and railing, fix by nut check.
Slide along girder steel for the ease of scaffold, also comprise the slip outer tube of movable set on right cross bar, described slip outer tube bottom contacts with girder steel upper surface.
For the ease of railing is installed, above-mentioned railing comprises L-shaped railing sleeve pipe and L-shaped railing loop bar, the horizontal ends of described railing sleeve pipe and railing loop bar is respectively arranged with some through holes, the horizontal ends of described railing loop bar is plugged in the horizontal ends of railing sleeve pipe, and utilizes nut check to fix after through hole by screw bolt passes railing sleeve pipe and railing loop bar.
In order further to improve safety, also comprise the protective screening wrapping in the vertical sleeve pipe II in two left sides, two vertical sleeve pipe I in a left side.
In order further to improve safety, also comprise the protective screening wrapping in the vertical sleeve pipe II in two right sides, two vertical sleeve pipe I in the right side.
The invention has the beneficial effects as follows: by locking system I, locking system II and locking system III, make left horizontal sleeve pipe, right cross bar, left vertical sleeve pipe I, left vertical sleeve pipe II, right vertical sleeve pipe II and the right vertical sleeve pipe I scaffold at two frame types of the left and right sides of girder steel composition, and can on girder steel, move by right cross bar.Therefore assembly and disassembly is simple, has improved the speed of building of scaffold, simultaneously also convenient transport.The height-width of scaffold frame be can conveniently adjust by sliding plug structure, locking system locking, easy to use and flexible after adjusting to the right place, passed through.
Brief description of the drawings
Fig. 1 is perspective view of the present invention;
Fig. 2 is side-looking structural representation of the present invention
Fig. 3 is railing portion structure schematic diagram of the present invention;
In figure, the 1. right vertical sleeve pipe I 15. diagonal member 16. railing sleeve pipe 17. railing loop bars of the right cross bar 4. slip outer tube 5. protective screening 6. scaffold floor 7. railing sleeve pipe 8. right vertical sleeve pipe II 14. of the right vertical rod 13. of the railing 9. left vertical left vertical rod 12. of sleeve pipe II 11. of left vertical sleeve pipe I 10. of the left horizontal sleeve pipe 3. of girder steel 2..
Detailed description of the invention
Below in conjunction with accompanying drawing 1, accompanying drawing 2, the present invention will be further described for accompanying drawing 3.
This Steel Structure Installation scaffold, comprise girder steel 1, be arranged on the vertical sleeve pipe II 10 in two L-shaped left sides in girder steel 1 left side, be arranged on the vertical sleeve pipe II 13 in two L-shaped right sides on girder steel 1 right side, vertically be fixed on the vertical sleeve pipe I 9 in a left side of left vertical sleeve pipe II 10 outboard ends, vertically be fixed on the vertical sleeve pipe I 14 in the right side of right vertical sleeve pipe II 13 outboard ends, left vertical rod 11 and the right vertical rod 12 in left vertical sleeve pipe II 10 and right vertical sleeve pipe II 13 is fixed on by locking system I activity plug-in mounting in L-shaped left horizontal sleeve pipe 2 and right cross bar 3 and lower end, the top of left vertical rod 11 and right vertical rod 12 is individually fixed in the horizontal ends of left horizontal sleeve pipe 2 and right cross bar 3, the vertical end of left horizontal sleeve pipe 2 and right cross bar 3 is fixed in left vertical sleeve pipe I 9 and right vertical sleeve pipe I 14 by locking system II activity plug-in mounting respectively, the horizontal ends of right cross bar 3 is fixed in the horizontal ends of left horizontal sleeve pipe 2 by locking system III activity plug-in mounting, the horizontal ends of right cross bar 3 is horizontally placed on the upper surface of girder steel 1, two scaffold floor 6 two ends are placed in respectively in the vertical sleeve pipe II 10 in two left sides and two vertical sleeve pipe II 13 in the right side.By locking system I, locking system II and locking system III, make left horizontal sleeve pipe 2, right cross bar 3, left vertical sleeve pipe I 9, left vertical sleeve pipe II 10, right vertical sleeve pipe II 13 and right vertical sleeve pipe I 14 scaffold at two frame types of the left and right sides of girder steel 1 composition, and can on girder steel 1, move by right cross bar 3.Therefore assembly and disassembly is simple, has improved the speed of building of scaffold, simultaneously also convenient transport.The height-width of scaffold frame be can conveniently adjust by sliding plug structure, locking system locking, easy to use and flexible after adjusting to the right place, passed through.
Above-mentioned locking system I can it comprise the through hole being arranged at respectively in left vertical sleeve pipe II 10, left vertical rod 11, right vertical rod 12 and right vertical sleeve pipe II 13 for following structure, after the through hole of the left vertical sleeve pipe II 10 of screw bolt passes and left vertical rod 11 and the through hole of right vertical sleeve pipe II 13 and right vertical rod 12, fixes by nut check.Above-mentioned locking system II can it comprise the through hole being arranged at respectively on left vertical sleeve pipe I 9, right vertical sleeve pipe I 14, the vertical end of left horizontal sleeve pipe 2 and the vertical end of right cross bar 3 for following structure, after the through hole of the through hole of the left vertical sleeve pipe I 9 of screw bolt passes and left horizontal sleeve pipe 2 and right vertical sleeve pipe I 14 and right cross bar 3, fixes by nut check.Above-mentioned locking system III can for following structure, it comprises that locking system II comprises the through hole being arranged at respectively in left horizontal sleeve pipe 2 horizontal ends and right cross bar 3 horizontal ends, after the through hole on the left horizontal sleeve pipe 2 of screw bolt passes and right cross bar 3, fixes by nut check.By the fixed form of bolt and nut, simple in structure, can improve the efficiency of assembling and dismounting.
Also comprise that two ends are individually fixed in vertical end and horizontal ends and the right vertical vertical end of sleeve pipe II 13 and two diagonal members 15 of horizontal ends of left vertical sleeve pipe II 10.Diagonal member 15 can improve the rigidity of left vertical sleeve pipe II 10 and right vertical sleeve pipe II 13, can ensure enough support strengths and not deform in the time that it is stressed, has improved the reliability using.
Can also comprise the railing sleeve pipe 7 and the railing 8 that are individually fixed on left horizontal sleeve pipe 2 and the vertical end of right cross bar 3.Railing 8 can effectively prevent that constructor from falling from scaffold, has further improved the safety using.Railing 8 two ends are plugged in respectively in railing sleeve pipe 7, after screw bolt passes sleeve pipe 7 and railing 8, fix by nut check, and therefore simple in structure, installing/dismounting is all very easy to easily.
Can also comprise the slip outer tube 4 of movable set on right cross bar 3, slip outer tube 4 bottoms contact with girder steel 1 upper surface.This Steel Structure Installation scaffold is rotated it is moved along girder steel 1 as roller by slip outer tube 4, has reduced frictional resistance, has improved the convenience of operation.
As shown in Figure 3, railing 8 can for following structure, it comprises L-shaped railing sleeve pipe 16 and L-shaped railing loop bar 17, the horizontal ends of railing sleeve pipe 16 and railing loop bar 17 is respectively arranged with some through holes, the horizontal ends of railing loop bar 17 is plugged in the horizontal ends of railing sleeve pipe 16, and utilizes nut check to fix after through hole by screw bolt passes railing sleeve pipe 16 and railing loop bar 17.Railing loop bar 17, by sliding and can conveniently adjust position in railing sleeve pipe 16, is conveniently fixed in railing sleeve pipe 7 railing 8.Fix by bolt, nut check, simple and reliable, improve efficiency of assembling.
Can also comprise and wrap the protective screening 5 in the vertical sleeve pipe II in two left sides 10, two vertical sleeve pipe I 9 in a left side and wrap the protective screening 5 in the vertical sleeve pipe II in two right sides 13, two vertical sleeve pipe I 14 in the right side.Protective screening can prevent that constructor from falling from this scaffold, has further improved safety.
Claims (10)
1. a Steel Structure Installation scaffold, it is characterized in that: comprise girder steel (1), be arranged on the vertical sleeve pipe II (10) in two L-shaped left sides in girder steel (1) left side, be arranged on the vertical sleeve pipe II (13) in two L-shaped right sides on girder steel (1) right side, vertically be fixed on the vertical sleeve pipe I (9) in a left side of left vertical sleeve pipe II (10) outboard end, vertically be fixed on the vertical sleeve pipe I (14) in the right side of right vertical sleeve pipe II (13) outboard end, left vertical rod (11) and the right vertical rod (12) in left vertical sleeve pipe II (10) and right vertical sleeve pipe II (13) is fixed on by locking system I activity plug-in mounting in L-shaped left horizontal sleeve pipe (2) and right cross bar (3) and lower end, the top of described left vertical rod (11) and right vertical rod (12) is individually fixed in the horizontal ends of left horizontal sleeve pipe (2) and right cross bar (3), the vertical end of described left horizontal sleeve pipe (2) and right cross bar (3) is fixed in left vertical sleeve pipe I (9) and right vertical sleeve pipe I (14) by locking system II activity plug-in mounting respectively, the horizontal ends of described right cross bar (3) is fixed in the horizontal ends of left horizontal sleeve pipe (2) by locking system III activity plug-in mounting, the horizontal ends of described right cross bar (3) is horizontally placed on the upper surface of girder steel (1), two scaffold floors (6) two ends are placed in respectively in the vertical sleeve pipe II (10) in two left sides and two vertical sleeve pipe II (13) in the right side.
2. Steel Structure Installation scaffold according to claim 1, it is characterized in that: described locking system I comprises the through hole being arranged at respectively in left vertical sleeve pipe II (10), left vertical rod (11), right vertical rod (12) and right vertical sleeve pipe II (13), after the through hole of the left vertical sleeve pipe II (10) of screw bolt passes and left vertical rod (11) and the through hole of right vertical sleeve pipe II (13) and right vertical rod (12), fix by nut check.
3. Steel Structure Installation scaffold according to claim 1, it is characterized in that: described locking system II comprises the through hole being arranged at respectively on left vertical sleeve pipe I (9), right vertical sleeve pipe I (14), the vertical end of left horizontal sleeve pipe (2) and the vertical end of right cross bar (3), after the through hole of the left vertical sleeve pipe I (9) of screw bolt passes and left horizontal sleeve pipe (2) and the through hole of right vertical sleeve pipe I (14) and right cross bar (3), fix by nut check.
4. Steel Structure Installation scaffold according to claim 1, it is characterized in that: described locking system III comprises that described locking system II comprises the through hole being arranged at respectively in left horizontal sleeve pipe (2) horizontal ends and right cross bar (3) horizontal ends, fixes by nut check after the through hole on the left horizontal sleeve pipe of screw bolt passes (2) and right cross bar (3).
5. Steel Structure Installation scaffold according to claim 1, is characterized in that: also comprise that two ends are individually fixed in vertical end and horizontal ends and the right vertical vertical end of sleeve pipe II (13) and two diagonal members (15) of horizontal ends of left vertical sleeve pipe II (10).
6. according to the Steel Structure Installation scaffold described in any one in claim 1 to 5, it is characterized in that: also comprise the railing sleeve pipe (7) and the railing (8) that are individually fixed on left horizontal sleeve pipe (2) and the vertical end of right cross bar (3), described railing (8) two ends are plugged in respectively in railing sleeve pipe (7), after screw bolt passes sleeve pipe (7) and railing (8), fix by nut check.
7. according to the Steel Structure Installation scaffold described in any one in claim 1 to 5, it is characterized in that: also comprise the slip outer tube (4) of movable set on right cross bar (3), described slip outer tube (4) bottom contacts with girder steel (1) upper surface.
8. Steel Structure Installation scaffold according to claim 6, it is characterized in that: described railing (8) comprises L-shaped railing sleeve pipe (16) and L-shaped railing loop bar (17), the horizontal ends of described railing sleeve pipe (16) and railing loop bar (17) is respectively arranged with some through holes, the horizontal ends of described railing loop bar (17) is plugged in the horizontal ends of railing sleeve pipe (16), and utilizes nut check to fix after through hole by screw bolt passes railing sleeve pipe (16) and railing loop bar (17).
9. Steel Structure Installation scaffold according to claim 6, is characterized in that: also comprise the protective screening (5) wrapping in the vertical sleeve pipe II (10) in two left sides, two vertical sleeve pipe I (9) in a left side.
10. Steel Structure Installation scaffold according to claim 6, is characterized in that: also comprise the protective screening (5) wrapping in the vertical sleeve pipe II (13) in two right sides, two vertical sleeve pipe I (14) in the right side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410251590.5A CN104005548A (en) | 2014-06-09 | 2014-06-09 | Steel structure installation scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410251590.5A CN104005548A (en) | 2014-06-09 | 2014-06-09 | Steel structure installation scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104005548A true CN104005548A (en) | 2014-08-27 |
Family
ID=51366432
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410251590.5A Pending CN104005548A (en) | 2014-06-09 | 2014-06-09 | Steel structure installation scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104005548A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781096A (en) * | 2016-05-06 | 2016-07-20 | 中国建筑第六工程局有限公司 | Safety hanging basket for high-altitude operation and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2647145A1 (en) * | 1989-05-19 | 1990-11-23 | Servant Thierry | Protection device for flying scaffolds |
| CN201245965Y (en) * | 2008-06-06 | 2009-05-27 | 中国海洋石油总公司 | Hanging scaffold |
| CN202370236U (en) * | 2011-12-24 | 2012-08-08 | 苏州神峰起重机械有限公司 | Movable working platform |
| CN202430978U (en) * | 2011-11-22 | 2012-09-12 | 广东省第四建筑工程公司 | Removable scaffold |
| CN202731270U (en) * | 2012-03-21 | 2013-02-13 | 中冶天工集团有限公司 | Movable platform for high-altitude installation operation of space steel structure |
| CN203905429U (en) * | 2014-06-09 | 2014-10-29 | 山东电力建设第一工程公司 | Scaffold for installation of steel structure |
-
2014
- 2014-06-09 CN CN201410251590.5A patent/CN104005548A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2647145A1 (en) * | 1989-05-19 | 1990-11-23 | Servant Thierry | Protection device for flying scaffolds |
| CN201245965Y (en) * | 2008-06-06 | 2009-05-27 | 中国海洋石油总公司 | Hanging scaffold |
| CN202430978U (en) * | 2011-11-22 | 2012-09-12 | 广东省第四建筑工程公司 | Removable scaffold |
| CN202370236U (en) * | 2011-12-24 | 2012-08-08 | 苏州神峰起重机械有限公司 | Movable working platform |
| CN202731270U (en) * | 2012-03-21 | 2013-02-13 | 中冶天工集团有限公司 | Movable platform for high-altitude installation operation of space steel structure |
| CN203905429U (en) * | 2014-06-09 | 2014-10-29 | 山东电力建设第一工程公司 | Scaffold for installation of steel structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781096A (en) * | 2016-05-06 | 2016-07-20 | 中国建筑第六工程局有限公司 | Safety hanging basket for high-altitude operation and construction method thereof |
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Application publication date: 20140827 |