CN203905429U - Scaffold for installation of steel structure - Google Patents

Scaffold for installation of steel structure Download PDF

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Publication number
CN203905429U
CN203905429U CN201420302531.1U CN201420302531U CN203905429U CN 203905429 U CN203905429 U CN 203905429U CN 201420302531 U CN201420302531 U CN 201420302531U CN 203905429 U CN203905429 U CN 203905429U
Authority
CN
China
Prior art keywords
sleeve pipe
vertical
railing
horizontal
cross bar
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
Application number
CN201420302531.1U
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Chinese (zh)
Inventor
李开
景怀云
宋晓光
孟策
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SEPCO1 Electric Power Construction Co Ltd
Original Assignee
SEPCO1 Electric Power Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SEPCO1 Electric Power Construction Co Ltd filed Critical SEPCO1 Electric Power Construction Co Ltd
Priority to CN201420302531.1U priority Critical patent/CN203905429U/en
Application granted granted Critical
Publication of CN203905429U publication Critical patent/CN203905429U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a scaffold for installation of a steel structure. The scaffold for installation of the steel structure comprises a steel beam 1, two left vertical casing pipes II, two right vertical casing pipes II, a left vertical casting pipe I, a right vertical casing pipe I, a left transverse casing pipe, a right cross rod, a left vertical rod and a right vertical rod, wherein the two left vertical casing pipes II are arranged on the left side of the steel beam 1 and are respectively in an L shape, the right vertical casing pipes II are arranged on the right side of the steel beam and are respectively in an L shape, the left vertical casing pipe I is vertically fixed to the outer side end of the left vertical casing pipe II, the right vertical casing pipe I is vertically fixed to the outer side end of the right vertical casing pipe II, the left transverse casing pipe and the right cross rod are respectively in an L shape, and the lower ends of the left vertical rod and the right vertical rod are movably inserted into and fixed into the left vertical casing pipes II and the right vertical casing pipes II respectively through a locking device I. Two frame types scaffolds are formed on the left side and the right side of the steel beam respectively by the left transverse casing pipe, the right cross rod, the left vertical casing pipe I, the left vertical casing pipes II, the right vertical casing pipes II and the right vertical casing pipe I through the locking device I, a locking device II and a locking device III. The scaffolds can slide on the steel beam through the right cross rod. In this way, the scaffold for installation of the steel structure is easy to assemble and disassemble, capable of improving the erection speed of the scaffolds and convenient to transport.

Description

A kind of Steel Structure Installation scaffold
Technical field
The utility model 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 utility model 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 utility model 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 beneficial effects of the utility model are: 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 utility model;
Fig. 2 is side-looking structural representation of the present utility model
Fig. 3 is railing portion structure schematic diagram of the present utility model;
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, accompanying drawing 3, the utility model is described further.
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.
CN201420302531.1U 2014-06-09 2014-06-09 Scaffold for installation of steel structure Expired - Lifetime CN203905429U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420302531.1U CN203905429U (en) 2014-06-09 2014-06-09 Scaffold for installation of steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420302531.1U CN203905429U (en) 2014-06-09 2014-06-09 Scaffold for installation of steel structure

Publications (1)

Publication Number Publication Date
CN203905429U true CN203905429U (en) 2014-10-29

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ID=51779717

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420302531.1U Expired - Lifetime CN203905429U (en) 2014-06-09 2014-06-09 Scaffold for installation of steel structure

Country Status (1)

Country Link
CN (1) CN203905429U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104005548A (en) * 2014-06-09 2014-08-27 山东电力建设第一工程公司 Steel structure installation scaffold
CN106499165A (en) * 2016-12-07 2017-03-15 国家电网公司 A kind of hanging construction of beam auxiliary device
CN106545152A (en) * 2016-12-07 2017-03-29 国家电网公司 A kind of aerial work safety device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104005548A (en) * 2014-06-09 2014-08-27 山东电力建设第一工程公司 Steel structure installation scaffold
CN106499165A (en) * 2016-12-07 2017-03-15 国家电网公司 A kind of hanging construction of beam auxiliary device
CN106545152A (en) * 2016-12-07 2017-03-29 国家电网公司 A kind of aerial work safety device
CN106545152B (en) * 2016-12-07 2018-10-23 国家电网公司 A kind of aerial work safety device

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