CN201714055U - Tool-type combination adhering lifting scaffold - Google Patents
Tool-type combination adhering lifting scaffold Download PDFInfo
- Publication number
- CN201714055U CN201714055U CN2010202653832U CN201020265383U CN201714055U CN 201714055 U CN201714055 U CN 201714055U CN 2010202653832 U CN2010202653832 U CN 2010202653832U CN 201020265383 U CN201020265383 U CN 201020265383U CN 201714055 U CN201714055 U CN 201714055U
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Abstract
The utility model discloses a tool-type combination adhering lifting scaffold, which relates to a scaffold adhered to tall buildings lifting through using the device per se. The scaffold adopts a multi-layer beam to replace the traditional bottom horizontal supporting truss, and comprises a longitudinal horizontal beam, a transverse horizontal rod and a vertical component; the construction load is transmitted to a vertical main frame in multi points along the height direction of the main frame, thereby improving the bearing state of the vertical main frame; furthermore, the scaffold provided by the utility model adopts an overlap-joint way and a bolt fixing way, does not need traditional scaffold rods and buckle parts, and facilitates transporting components and field installing; therefore, the overall weight of the scaffold is reduced, the installation difficulty is simplified, the installation time is saved, and the scaffold is safer and more reliable.
Description
Technical field
The utility model belongs to technical field of building construction, is specifically related to a kind of shelf component and adopts tool, assemblingization, is 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 saved 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 to set up main frame on the bottom level lattice, sets up fixing by 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 by 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.
The utility model content
The technical problems to be solved in the utility model 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, reach and make 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 inconvenient problem of lifting.
In order to solve the problems of the technologies described above, a kind of tool-type combination of the utility model 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 by 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, described 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 by the layering setting has replaced traditional bottom level lattice, working load passes to vertical main frame along the short transverse multiple spot of support body like this, be that 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 the gravity that has disperseed 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 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 position that connects the vertical equity beam of described vertical main frame is provided with junction plate with holes and horizontal bracket, and the vertical equity beam places on the described horizontal bracket, and U-bolt blocks vertical equity beam and junction plate by nut check.Laterally bracket is used to bear the gravity of vertical equity beam, gives the vertical line main frame by horizontal bracket with weight transfer again, has realized that crossbeam by every layer and horizontal bracket are with the vertical main frame of weight transfer; By 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 vertical equity beam and vertically skew and the slip between the main frame by U-bolt.
Further, the cross section of described vertical equity beam is " C " type." C " type cross section can be a C type light-gauge steel section, has 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.By connector is set, can conveniently vertical member be connected on the cross beam frame.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail:
Fig. 1 is the perspective view of the support body of the utility model tool-type combination attached lift scaffold;
Fig. 2 is the main TV structure schematic diagram of the support body of the utility model tool-type combination attached lift scaffold;
Fig. 3 is the left TV structure schematic diagram of the support body of the utility model tool-type combination attached lift scaffold;
Fig. 4 is the plan structure schematic diagram of the support body of the utility model tool-type combination attached lift scaffold;
Fig. 5 is the joint construction figure of vertical equity beam and main frame.
The specific embodiment
Shown in Fig. 1,2,3,4, a kind of tool-type combination of the utility model 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 by 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, described 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, the described vertical main frame 1 corresponding position that connects vertical equity beam 3 is provided with junction plate with holes 9 and horizontal bracket 10, vertical equity beam 3 places on the described horizontal bracket 10, and U-bolt 11 blocks vertical equity beam 3 and passes 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, by a plurality of vertically and being connected extension and can forming complete attached lift scaffold of the separate unit of horizontal direction.Its separate unit structure is as follows:
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.By the otic placode that has screw that is provided with on the vertical equity beam 3 transverse horizontal bar 4 is connected on the two vertical equity beams 3.By 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 by the connection square tube on the vertical member 5.Promptly formed the separate unit structure.Utilize the reservation connecting hole of separate unit structure a plurality of separate unit structures connections can 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 utility model; should be understood that; for a person skilled in the art; under the prerequisite that does not break away from the utility model structure; can also make some distortion and improvement; these also should be considered as protection domain of the present utility model, and these can not influence effect and practical applicability that the utility model is implemented.
Claims (8)
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 by 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, described 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 position that connects the vertical equity beam of described vertical main frame is provided with junction plate with holes and horizontal bracket, the vertical equity beam places on the described horizontal bracket, and U-bolt blocks vertical equity beam and junction plate by nut check.
3. tool-type combination attached lift scaffold as claimed in claim 1 or 2, it is characterized in that: the cross section of described vertical equity beam is " C " type.
4. 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.
5. 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.
6. 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.
7. 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.
8. as claim 1,6 or 7 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 |
|---|---|---|---|
| CN2010202653832U CN201714055U (en) | 2010-07-20 | 2010-07-20 | Tool-type combination adhering lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202653832U CN201714055U (en) | 2010-07-20 | 2010-07-20 | Tool-type combination adhering lifting scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201714055U true CN201714055U (en) | 2011-01-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202653832U Expired - Lifetime CN201714055U (en) | 2010-07-20 | 2010-07-20 | Tool-type combination adhering lifting scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201714055U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102337781A (en) * | 2010-07-20 | 2012-02-01 | 倪富生 | Tool-type combined and attached lifting scaffold |
| CN113137048A (en) * | 2021-04-08 | 2021-07-20 | 深圳市天健(集团)股份有限公司 | Sound-insulation noise-reduction climbing frame |
-
2010
- 2010-07-20 CN CN2010202653832U patent/CN201714055U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102337781A (en) * | 2010-07-20 | 2012-02-01 | 倪富生 | Tool-type combined and attached lifting scaffold |
| CN102337781B (en) * | 2010-07-20 | 2013-11-27 | 倪富生 | Tool-type combined and attached lifting scaffold |
| CN113137048A (en) * | 2021-04-08 | 2021-07-20 | 深圳市天健(集团)股份有限公司 | Sound-insulation noise-reduction climbing frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20110119 Effective date of abandoning: 20131127 |
|
| RGAV | Abandon patent right to avoid regrant |