CN102337781A - Tool-type combined and attached lifting scaffold - Google Patents
Tool-type combined and attached lifting scaffold Download PDFInfo
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- CN102337781A CN102337781A CN2010102319704A CN201010231970A CN102337781A CN 102337781 A CN102337781 A CN 102337781A CN 2010102319704 A CN2010102319704 A CN 2010102319704A CN 201010231970 A CN201010231970 A CN 201010231970A CN 102337781 A CN102337781 A CN 102337781A
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Abstract
The invention discloses a tool-type combined and attached lifting scaffold, relating to a scaffold which is attached to a high-rise building and is capable of lifting by utilizing self equipment. A multilayer crossbeam is adopted as a scaffold body of the scaffold instead of the traditional bottom horizontal support truss, a construction load is transferred to a vertical main frame along the height direction of the main frame, so that the stress condition of the vertical main frame is improved; in addition, the scaffold body adopts a lapped and bolted fixation way without the need of the traditional scaffold pole and fastener, therefore transportation and field installation of members are facilitated, the whole weight of the scaffold is lightened, the installation difficulty is simplified, the insulation time is saved, and safer and more reliable properties are achieved.
Description
Technical field
The invention belongs to technical field of building construction, be specifically related to a kind of shelf component and adopt tool, assemblingization, be easy to realize the attached lift scaffold of suitability for industrialized production.
Background technology
At present, attached lift scaffold has replaced the fixed scaffold of traditional bottom support gradually in the highrise building, and this mainly is because adhering lifting formula scaffold can be practiced thrift a large amount of steel, cost of labor.The research of attached lift scaffold both domestic and external improves and mostly concentrates on and the adhering on support, anti-fall anti-dumping and the synchronous lifting device of building; The support body of scaffold is partly improved very few, its support body part still adopts traditional mode on the bottom level lattice, to set up main frame, sets up fixing through the steel tube fastener formula between the main frame.
Present attached lift scaffold partly exists following problem: the main frame discontinuity of scaffold support body; The overall weight of support body vertically is carried on the bottom level lattice through main frame; Make the bottom level lattice concentrate the weight of bearing support body, so the bottom level lattice need be welded into the steel frame construction that has enough compressive strength.In addition, whole frame body will rely on scaffold and fastener is set up, and has the excessive problem of weight, is unfavorable for on-the-spot dismounting and lifting.
Summary of the invention
The technical problem that the present invention will solve provides a kind of tool-type combination attached lift scaffold; The mode that scaffold that this support body discards tradition and fastener are set up reaches and makes main frame evenly stressed, the purpose that the weight of support body self is disperseed; Make the no longer concentrated gravity of whole frame body that bears in bottom of support body; Solve the support body unbalance stress, support body weight is excessive, dismounting and the problem that promotes inconvenience.
In order to solve the problems of the technologies described above, a kind of tool-type combination of the present invention attached lift scaffold comprises frame structure, power-equipment, adheres to supporting arrangement, and wherein frame structure comprises vertical main frame and support body framework; The support body framework is connected with vertical main frame; Frame structure through vertical main frame with adhere to supporting arrangement and be connected; Adhere to supporting arrangement and be connected on the building, adhere to supporting arrangement and be provided with leading anti leaning equipment and falling proof device; During operation; Power-equipment connects and adheres to supporting arrangement and vertical main frame; Described support body framework comprises vertical equity beam, transverse horizontal bar, vertical member, two vertical equity beams of same horizontal plane and between the transverse horizontal bar that connects form cross beam frame, cross beam frame is along support body short transverse hierarchal arrangement; Said cross beam frame two ends connect vertical main frame respectively, connect vertical member between the adjacent cross beam frame.
Adopt the technique effect that technique scheme reached to be: this tool-type combination attached lift scaffold has improved the force-bearing situation of support body; Press the instructions for use of scaffold; Crossbeam through the layering setting has replaced traditional bottom level lattice, and working load passes to vertical main frame along the short transverse multiple spot of support body like this, and promptly every layer of crossbeam is with the vertical main frame of weight transfer; Pass to every layer the supporting arrangement that adheres to again by vertical main frame; Thereby disperseed the gravity of vertical main frame, and then the vertical main frame gravity that has improved traditional attached lift scaffold concentrates on the situation of bottom, thereby vertical member only plays protective action; Its cross section can reduce greatly, thereby has alleviated weight.Two-dimensional positioning system has guaranteed the shelf component plane stability property of facade outside.The shelf component that adopts vertical equity beam, transverse horizontal bar, vertical member to form in addition, simple in structure, handling ease; Easy for installation; Abandon traditional scaffold and fastener, reduced the scene of scaffold support body and arranged difficulty, simplified the technical finesse measure; Alleviate the weight of scaffold support body, reduced the manufacture difficulty and the manufacturing cost of scaffold.
Further; The corresponding connection lengthwise of described vertical main frame is provided with junction plate with holes and horizontal bracket to the position of horizontal beam; The vertical equity beam places on the said horizontal bracket, and U-bolt blocks the vertical equity beam and passes the Kong Houyong nut check on the described junction plate.Laterally bracket is used to bear the gravity of vertical equity beam, gives the vertical line main frame through horizontal bracket with weight transfer again, has realized that crossbeam and horizontal bracket through every layer is with the vertical main frame of weight transfer; Through U-bolt the vertical equity beam is clamped on the junction plate; Because junction plate links into an integrated entity with vertical main frame; Promptly the vertical equity beam has been fixed on the vertical main frame firmly, has avoided occurring skew and the slip between vertical equity beam and the vertical main frame through U-bolt.
Further, described vertical equity beam is that the cross section is the thin wall type girder steel of " C " type.The thin wall type girder steel of " C " type can need not weld in factory's time processing moulding, and good integrity has been simplified procedure, has improved working (machining) efficiency, has reduced processing cost.
Further, described vertical equity beam is a channel-section steel.Channel-section steel can need not weld in factory's time processing moulding, and good integrity has been simplified procedure, has improved working (machining) efficiency, has reduced processing cost.
Further, described transverse horizontal bar is the channel-section steel that is provided with connecting hole, and the vertical equity beam is provided with junction plate with holes.This structure guarantees that the transverse horizontal bar has enough strength and stiffness, and is simultaneously easy to connect.
Further, outer facade also is provided with the tensioning linkage of intersection between the described adjacent vertical main frame.Like this, be convenient to installation and removal.Flower basket bolt or adjusting rod that length adjustment device can adopt positive and negative screw thread pair to form.
Further, described vertical member comprises vertical independent rod member and the vertical railing that is connected adjacent vertical independent rod member.Because vertical member does not bear working load and support body deadweight; Only play protective action; Therefore adopt independent rod member also to be connected to each other with vertical railing such as small bore shaped steel such as steel pipe or round steel; Can reduce this a part of weight to greatest extent, improve the safety of whole frame body, reduce manufacturing cost.
Further, described vertical member is the framework of burst machine-shaping.This structure decrease the installation tie point between vertical member and the cross beam frame, improved installation effectiveness.
Further, described cross beam frame is provided with the connector that has screw that connects vertical framework.Through connector is set, can conveniently vertical member be connected on the cross beam frame.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the present invention is done further detailed explanation:
Fig. 1 is the perspective view of the support body of tool-type combination attached lift scaffold of the present invention;
Fig. 2 is the main TV structure sketch map of the support body of tool-type combination attached lift scaffold of the present invention;
Fig. 3 is the left TV structure sketch map of the support body of tool-type combination attached lift scaffold of the present invention;
Fig. 4 is the plan structure sketch map of the support body of tool-type combination attached lift scaffold of the present invention;
Fig. 5 is the joint construction figure of vertical equity beam and main frame.
The specific embodiment
Like Fig. 1,2,3, shown in 4, a kind of tool-type combination of the present invention attached lift scaffold comprises frame structure, power-equipment, adheres to supporting arrangement, and wherein frame structure comprises vertical main frame 1 and support body framework 2; Support body framework 2 is connected with vertical main frame 1; Frame structure adheres to supporting arrangement through vertical main frame 1 with building and is connected; Adhere to supporting arrangement and be provided with leading anti leaning equipment and falling proof device; During operation; Power-equipment connects and adheres to supporting arrangement and vertical main frame 1; Described support body framework comprises vertical equity beam 3, transverse horizontal bar 4, vertical member 5; Two vertical equity beams 3 of same horizontal plane and between the transverse horizontal bar 4 that connects form cross beam frames 7, cross beam frame 7 is along support body short transverse hierarchal arrangement, said cross beam frame 7 two ends connect vertical main frame 1 respectively; Connect vertical member 5 between the adjacent cross beam frame 7, vertical member 5 comprises vertical independent rod member and the vertical railing 6 that is connected adjacent vertical independent rod member; Outer facade also is provided with the tensioning linkage 8 of intersection between the adjacent vertical main frame of whole frame body.
As shown in Figure 5; Described vertical main frame 1 corresponding connection lengthwise is provided with junction plate with holes 9 and horizontal bracket 10 to the position of horizontal beam 3; Vertical equity beam 3 places on the said horizontal bracket 10, and U-bolt 11 blocks vertical equity beam 3 and passes the Kong Houyong nut check on the described junction plate 9.
Whole frame body partly comprises a plurality of by vertical main frame 1, vertical equity beam 3, transverse horizontal bar 4, vertical member 5 and the vertical separate unit of the repetition formed of railing 6, through a plurality of vertically with being connected extension and can forming complete attached lift scaffold of the separate unit of horizontal direction.Its separate unit structure is following:
The separate unit structure comprises two vertical main frames 1, and the bottom of these two vertical main frames 1 is connected by two vertical equity beams 3 respectively, and two vertical equity beams 3 connect two vertical girders of vertical main frame 1 respectively.The otic placode that has screw through being provided with on the vertical equity beam 3 is connected transverse horizontal bar 4 on the two vertical equity beams 3.Through the connection square tube on the vertical equity beam 3 vertical member 5 vertically is connected on the vertical equity beam 3, vertical railing 6 is connected on the vertical member through the connection square tube on the vertical member 5.Promptly formed the separate unit structure.Utilize the reservation connecting hole of separate unit structure can a plurality of separate unit structures connections be combined into scaffold.
Whole frame body adopts mainly to be made up of rectangular steel pipe, square steel pipe, round steel pipe and cold-rolled forming section.Improved the force-bearing situation of vertical main frame 1; The vertical equity beam 3 that layering is provided with cold-rolled forming section or channel-section steel has replaced traditional bottom level lattice; Working load passes to vertical main frame 1 along vertical short transverse multiple spot like this, thereby has improved the force-bearing situation of vertical main frame 1.Because the horizontal supporting member adopts the vertical equity beam 3 of cold-rolled forming section or channel-section steel; Require different on panel point with the link position of horizontal supporting truss; The connection of vertical equity beam 3 can just more adapt to the variation of vertical main frame 1 spacing in any position.
Above-described only is preferred implementation of the present invention; Should be understood that; For a person skilled in the art, under the prerequisite that does not break away from structure of the present invention, can also make some distortion and improvement; These also should be regarded as protection scope of the present invention, and these can not influence effect and practical applicability that the present invention implements.
Claims (9)
1. a tool-type combination attached lift scaffold comprises frame structure, power-equipment, adheres to supporting arrangement, and wherein frame structure comprises vertical main frame and support body framework; The support body framework is connected with vertical main frame; Frame structure through vertical main frame with adhere to supporting arrangement and be connected; Adhere to supporting arrangement and be connected on the building, adhere to supporting arrangement and be provided with leading anti leaning equipment and falling proof device; During operation; Power-equipment connects and adheres to supporting arrangement and vertical main frame; It is characterized in that: described support body framework comprises vertical equity beam, transverse horizontal bar, vertical member, two vertical equity beams of same horizontal plane and between the transverse horizontal bar that connects form cross beam frame, cross beam frame is along support body short transverse hierarchal arrangement; Said cross beam frame two ends connect vertical main frame respectively, connect vertical member between the adjacent cross beam frame.
2. tool-type combination attached lift scaffold as claimed in claim 1; It is characterized in that: the corresponding connection lengthwise of described vertical main frame is provided with junction plate with holes and horizontal bracket to the position of horizontal beam; The vertical equity beam places on the said horizontal bracket, and U-bolt blocks the vertical equity beam and passes the Kong Houyong nut check on the described junction plate.
3. according to claim 1 or claim 2 tool-type combination attached lift scaffold, it is characterized in that: described vertical equity beam is that the cross section is the thin wall type girder steel of " C " type.
4. according to claim 1 or claim 2 tool-type combination attached lift scaffold, it is characterized in that: described vertical equity beam is a channel-section steel.
5. tool-type combination attached lift scaffold as claimed in claim 3, it is characterized in that: described transverse horizontal bar is the channel-section steel that is provided with connecting hole.
6. tool-type combination attached lift scaffold as claimed in claim 1, it is characterized in that: outer facade also is provided with the tensioning linkage of intersection between the described adjacent vertical main frame.
7. tool-type combination attached lift scaffold as claimed in claim 1, it is characterized in that: described vertical member comprises vertical independent rod member and the vertical railing that is connected adjacent vertical independent rod member.
8. tool-type combination attached lift scaffold as claimed in claim 1, it is characterized in that: described vertical member is the framework of burst machine-shaping.
9. like claim 1,7 or 8 described tool-type combination attached lift scaffolds, it is characterized in that: described cross beam frame is provided with the connector that has through hole that connects vertical framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102319704A CN102337781B (en) | 2010-07-20 | 2010-07-20 | Tool-type combined and attached lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102319704A CN102337781B (en) | 2010-07-20 | 2010-07-20 | Tool-type combined and attached lifting scaffold |
Publications (2)
| Publication Number | Publication Date |
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| CN102337781A true CN102337781A (en) | 2012-02-01 |
| CN102337781B CN102337781B (en) | 2013-11-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010102319704A Expired - Fee Related CN102337781B (en) | 2010-07-20 | 2010-07-20 | Tool-type combined and attached lifting scaffold |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587633A (en) * | 2012-03-16 | 2012-07-18 | 河南省安装集团有限责任公司 | Space truss type attached lifting scaffold |
| CN102817393A (en) * | 2012-09-07 | 2012-12-12 | 三一重机有限公司 | Excavator parameter trimming device and trimming method |
| CN103510718A (en) * | 2012-06-14 | 2014-01-15 | 北京市建筑工程研究院有限责任公司 | Automatic lifting escape ladder for super high-rise structure construction |
| CN103866964A (en) * | 2012-12-14 | 2014-06-18 | 五冶集团上海有限公司 | Multi-structure lifting scaffold |
| CN104453200A (en) * | 2014-12-09 | 2015-03-25 | 重庆建工第九建设有限公司 | Lift-scaffold attached horizontal support framework |
| CN106460801A (en) * | 2014-03-28 | 2017-02-22 | 维斯塔斯风力系统有限公司 | An equipment compartment frame of a power control module of a wind power turbine and methods related thereto |
| CN108930401A (en) * | 2018-09-20 | 2018-12-04 | 杨洪 | attached lifting scaffold main frame |
| CN109440641A (en) * | 2018-12-27 | 2019-03-08 | 新汶矿业集团有限责任公司 | A kind of inspection trolley for the maintenance of large span truss trestle |
| CN115526007A (en) * | 2022-11-23 | 2022-12-27 | 山东高速德建集团有限公司 | Robot mechanical modeling method, device and terminal for attached lifting scaffold |
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| JPH11159128A (en) * | 1997-11-25 | 1999-06-15 | Shimizu Corp | Multi-purpose stage for construction of building frame body |
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| CN201339309Y (en) * | 2009-01-05 | 2009-11-04 | 重庆第三建设有限责任公司 | Attached self-lifting scaffold |
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| CN201714055U (en) * | 2010-07-20 | 2011-01-19 | 倪富生 | Tool-type combination adhering lifting scaffold |
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2010
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Patent Citations (7)
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| JPH11159128A (en) * | 1997-11-25 | 1999-06-15 | Shimizu Corp | Multi-purpose stage for construction of building frame body |
| JP2003041779A (en) * | 2001-07-31 | 2003-02-13 | Sugikou:Kk | Preceding handrail of prefabricated scaffold |
| CN201011119Y (en) * | 2007-07-06 | 2008-01-23 | 贺昌义 | Guiding seat type adhered lifting scaffold |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587633A (en) * | 2012-03-16 | 2012-07-18 | 河南省安装集团有限责任公司 | Space truss type attached lifting scaffold |
| CN103510718A (en) * | 2012-06-14 | 2014-01-15 | 北京市建筑工程研究院有限责任公司 | Automatic lifting escape ladder for super high-rise structure construction |
| CN103510718B (en) * | 2012-06-14 | 2016-03-09 | 北京市建筑工程研究院有限责任公司 | Automatic lifting Emergency Ladder is used in super high rise structure construction |
| CN102817393A (en) * | 2012-09-07 | 2012-12-12 | 三一重机有限公司 | Excavator parameter trimming device and trimming method |
| CN103866964A (en) * | 2012-12-14 | 2014-06-18 | 五冶集团上海有限公司 | Multi-structure lifting scaffold |
| CN103866964B (en) * | 2012-12-14 | 2017-04-19 | 五冶集团上海有限公司 | Multi-structure lifting scaffold |
| CN106460801A (en) * | 2014-03-28 | 2017-02-22 | 维斯塔斯风力系统有限公司 | An equipment compartment frame of a power control module of a wind power turbine and methods related thereto |
| CN104453200A (en) * | 2014-12-09 | 2015-03-25 | 重庆建工第九建设有限公司 | Lift-scaffold attached horizontal support framework |
| CN108930401A (en) * | 2018-09-20 | 2018-12-04 | 杨洪 | attached lifting scaffold main frame |
| CN108930401B (en) * | 2018-09-20 | 2024-05-24 | 杨洪 | Main frame of attached lifting scaffold |
| CN109440641A (en) * | 2018-12-27 | 2019-03-08 | 新汶矿业集团有限责任公司 | A kind of inspection trolley for the maintenance of large span truss trestle |
| CN109440641B (en) * | 2018-12-27 | 2024-03-22 | 新汶矿业集团有限责任公司 | Maintenance trolley for maintaining large-span truss trestle |
| CN115526007A (en) * | 2022-11-23 | 2022-12-27 | 山东高速德建集团有限公司 | Robot mechanical modeling method, device and terminal for attached lifting scaffold |
| CN115526007B (en) * | 2022-11-23 | 2023-03-10 | 山东高速德建集团有限公司 | Robot mechanical modeling method, device and terminal for attached lifting scaffold |
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| CN102337781B (en) | 2013-11-27 |
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