CN202064623U - Assembly type integral lifting scaffold - Google Patents
Assembly type integral lifting scaffold Download PDFInfo
- Publication number
- CN202064623U CN202064623U CN2011201033502U CN201120103350U CN202064623U CN 202064623 U CN202064623 U CN 202064623U CN 2011201033502 U CN2011201033502 U CN 2011201033502U CN 201120103350 U CN201120103350 U CN 201120103350U CN 202064623 U CN202064623 U CN 202064623U
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- stile
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Abstract
The utility model relates to an assembly type integral lifting scaffold which comprises two or more frame units, wherein the two adjacent frame units are connected through a bolt, all frame units adopt the same structure, and each frame unit comprises a lifting rack main frame and a vertical frame; the lifting rack main frame and the vertical frame of the frame unit positioned in the middle and the upper, middle and lower parts on the front side surfaces and the rear side surfaces of the two adjacent vertical frames are connected through bolts at the two ends of channel steel, an oblique angle bar is arranged among a main frame cross bar and a vertical frame cross bar and two side surfaces of the channel steel at the lower part, and a scaffold board is fixedly arranged between the channel steel at the bottom. In the assembly type integral lifting scaffold, all components of a frame body are integrated, so that the frame body is modularized and integrated, the problems that the existing scaffold is unreliably connected and the protection variability is larger are solved, integrated processing and installation can be realized, and the protection safety factor of the frame body is greatly increased.
Description
Technical field
The utility model relates to a kind of assembling integral lifting scaffold.
Technical background
At present, in the work progress of high-rise building, need outside body of wall, scaffold erecting, need a large amount of artificial or equipment to carry out the installation of template and support body connector, take time and effort, the job site is in disorder, waste material, not manageability, and connectivity was reliable inadequately when scaffold was built, constructor's safety can not guarantee that the safety management difficulty is big, usually causes security incident.
The utility model content
Technical problem to be solved in the utility model provides a kind of accuracy height, saving material, also safe and reliable assembling integral lifting scaffold of increasing work efficiency of assembling.
The utility model adopts following technical scheme:
The utility model comprises plural frame unit, and adjacent two frame units connect by bolt, and the structure of described each frame unit is identical, and described each frame unit comprises hoisting frame main frame and stile;
The hoisting frame main frame of the frame unit in the middle of being positioned at is the first fixedly connected rectangular frame, the first rectangular frame top and bottom are respectively the following channel-section steel that the downward last channel-section steel of notch and notch make progress, the first rectangular frame left end is that guide rail, right-hand member are montant, be set with the main frame cross bar at the middle part of first rectangular frame, be set with brace down down between channel-section steel and the guide rail, being set with brace between main frame cross bar and the guide rail, be evenly equipped with the main frame junction plate at guide rail and montant both sides;
The stile of the frame unit in the middle of being positioned at is second rectangular frame that is complementary with the hoisting frame main frame, second rectangular frame the right and left is circular perpendicular steel pipe, the second rectangular frame top is mouthful downward angle steel, second rectangular frame is following to be the angle steel that mouth makes progress, be set with the stile cross bar at the middle part of second rectangular frame, be evenly equipped with the stile junction plate corresponding with the main frame junction plate in the perpendicular steel pipe both sides of described circle;
On the hoisting frame main frame of the frame unit in the middle of described being positioned at and the leading flank of stile and the trailing flank, in, the bottom connects by the bolt at channel-section steel two ends, on the leading flank of described adjacent two stiles and the trailing flank, in, the bottom connects by the bolt at channel-section steel two ends, be provided with oblique angle steel between the diagonal angle of the 3rd rectangular frame of forming in main frame cross bar and stile cross bar and channel-section steel two sides, bottom, described oblique angle steel is connected with stile junction plate bolt with the main frame junction plate, is set with scaffold floor between the channel-section steel of the bottom between hoisting frame main frame and the stile;
The frame unit that is positioned at the bottom only is with the difference that is positioned at middle frame unit: hoisting frame main frame and stile limit contiguously is a round steel pipe; It is identical that each frame unit assembles mode up and down, the last channel-section steel of the hoisting frame main frame of first frame unit is connected by bolt back-to-back with the following channel-section steel of the hoisting frame main frame of second frame unit, and the inferior horn steel backing backrest of the last angle steel of the stile of described first frame unit and the stile of second frame unit is connected by bolt; The assembling mode is identical about each frame unit, the upper, middle and lower portion of the leading flank of hoisting frame main frame and stile and trailing flank is connected by the bolt at channel-section steel two ends, and the leading flank of two adjacent stiles and the upper, middle and lower portion of trailing flank are connected by the bolt at channel-section steel two ends.
Guide rail described in the utility model comprise guide rail channel-section steel A, and the guide-track groove steel backing to the guide rail channel-section steel B that is provided with and evenly be arranged on guide rail channel-section steel A and guide rail channel-section steel B between little cross bar.
The utility model good effect is as follows: the utility model structure realizes the integrated of main frame, horizontal supporting truss, support body framework, significantly reduces building site steel pipe consumption, realizes that installation and processing is integrated, and is that the omnidistance disposable engineering that is installed to finishes.Bottom shelf is to bear the main member of support body deadweight, scaffold floor bears the construction load on the scaffold, brace plays reinforcement effect to support body, bulk strength, the stiffness of support body have been improved, the assembling accuracy obviously improves, realized having reduced workman's the amount of labour, guaranteed constructor's personal safety from being worked into the integrated service of installation.
Description of drawings
Accompanying drawing 1 is the utility model structural representation;
Accompanying drawing 2 is the hoisting frame main frame structure schematic diagram of the utility model under(-)chassis unit.
In the accompanying drawings: brace, 13 scaffold floors, 14 oblique angle steel, 15 guide rail channel-section steel A, 16 guide rail channel-section steel B, 17 little cross bars on channel-section steel on 1 hoisting frame main frame, 2 stiles, 3 main frame junction plates, 4 stile cross bars, the 5 times channel-section steels, 6,7 montants, 8 guide rails, 9 stile junction plates, 10 main frame cross bars, the 11 times braces, 12.
The specific embodiment
As shown in Figure 1, the utility model fabricated scaffold is divided into four joints, comprise that is gone up in two at the joint one at a joint joint down, each joint is a frame unit, each internode connects by the welding groove steel backing backrest bolt of 1 of hoisting frame main frame, stile 2 internodes carry out bolt by the welding angle steel and connect, and cross bar, brace adopt bolt to be connected with hoisting frame main frame 1,2 of stiles, and scaffold floor 13 adopts bolt to be connected with hoisting frame main frame 1, stile 2.
As shown in Figure 1, the utility model comprises plural frame unit, adjacent two frame units connect by bolt, the structure of described each frame unit is identical, and described each frame unit comprises two hoisting frame main frames 1 and is arranged on one or more stile 2 between two hoisting frame main frames 1;
As shown in Figure 1, the hoisting frame main frame 1 of the frame unit in the middle of being positioned at is the first fixedly connected rectangular frame, the first rectangular frame top and bottom are respectively the following channel-section steel 5 that the downward last channel-section steel 6 of notch and notch make progress, the first rectangular frame left end is that guide rail 8, right-hand member are montant 7, be set with main frame cross bar 10 at the middle part of first rectangular frame, be set with brace 11 down down between channel-section steel 5 and the guide rail 8, between main frame cross bar 10 and guide rail 8, be set with brace 12, be evenly equipped with main frame junction plate 3 at guide rail 8 and montant 7 both sides;
The also available angle steel of following channel-section steel 5 that described upward channel-section steel 6 and notch make progress.
As shown in Figure 1, the stile 2 of the frame unit in the middle of being positioned at is second rectangular frame that is complementary with hoisting frame main frame 1, second rectangular frame the right and left is circular perpendicular steel pipe, the upper and lower both sides of second rectangular frame are respectively mouthful downward angle steel that makes progress with mouth, be set with stile cross bar 4 at the middle part of second rectangular frame, be evenly equipped with the stile junction plate 9 corresponding in the perpendicular steel pipe both sides of described circle with main frame junction plate 3;
As shown in Figure 1, on the hoisting frame main frame 1 of the frame unit in the middle of described being positioned at and the leading flank of stile 2 and the trailing flank, in, the bottom connects by the bolt at channel-section steel (or angle steel) two ends, on the leading flank of described adjacent two stiles and the trailing flank, in, the bottom connects by the bolt at channel-section steel (or angle steel) two ends, between the diagonal angle of the 3rd rectangular frame of two sides composition between main frame cross bar 10 and stile cross bar 4 and the bottom channel-section steel (or angle steel), be provided with oblique angle steel 14, described oblique angle steel 14 is connected with stile junction plate 9 bolts with main frame junction plate 3, is set with scaffold floor 13 between the channel-section steel (or angle steel) of the bottom between hoisting frame main frame 1 and the stile 2; Oblique angle steel 14 at the frame unit more than second or second can be arranged between the diagonal angle of the 3rd rectangular frame that two sides are formed between scaffold floor upper strata main frame cross bar 10 and stile cross bar 4 and the bottom channel-section steel (or angle steel), oblique angle steel 14 also can be arranged between the diagonal angle of the 3rd rectangular frame that two sides are formed between scaffold floor lower floor main frame cross bar 10 and stile cross bar 4 and the middle part channel-section steel, and the oblique angle steel 14 at this place connects along guide rail 8 both sides; Also available channel-section steel of described oblique angle steel 14 or round steel pipe.
As shown in Figure 2, being positioned at the frame unit of bottom only is with the difference of frame unit in the middle of being positioned at: hoisting frame main frame and stile limit contiguously is a round steel pipe; Described guide rail 8 comprise guide rail channel-section steel A 15, and the guide-track groove steel backing to the guide rail channel-section steel B 16 that is provided with and evenly be arranged on guide rail channel-section steel A 15 and guide rail channel-section steel B 16 between little cross bar 17.
As shown in Figure 1, it is identical that each frame unit of the utility model assembles mode up and down, the last channel-section steel of the hoisting frame main frame of first frame unit is connected by bolt back-to-back with the following channel-section steel of the hoisting frame main frame of second frame unit, and the inferior horn steel backing backrest of the last angle steel of the stile of described first frame unit and the stile of second frame unit is connected by bolt; The assembling mode is identical about each frame unit, the leading flank of hoisting frame main frame 1 and stile 2 and the upper, middle and lower portion of trailing flank are connected by the bolt at channel-section steel two ends, and the leading flank of two adjacent stiles and the upper, middle and lower portion of trailing flank are connected by the bolt at channel-section steel two ends.
Must carry out the correction levelling of assembly platform before the utility model assembling, by assembling in proper order from top to bottom.
The utility model reduces building site steel pipe consumption, the realization installation and processing is integrated, and be that the omnidistance disposable engineering that is installed to finishes, bottom shelf is to bear the main member of support body deadweight, and scaffold floor bears the construction load on the scaffold, and brace plays reinforcement effect to support body, bulk strength, the stiffness of support body have been improved, the assembling accuracy obviously improves, and has realized having reduced workman's the amount of labour from being worked into the integrated service of installation.
The utility model structure has realized the integrated of all shelf components, make support body realize modularization, modularization, integration, it is unreliable to have solved scaffold connection in the past, the bigger problem of protection changeability, the realization installation and processing is integrated, support body protection safety coefficient is improved greatly, guaranteed constructor's personal safety.
Claims (2)
1. assembling integral lifting scaffold, it is characterized in that it comprises plural frame unit, adjacent two frame units connect by bolt, and the structure of described each frame unit is identical, and described each frame unit comprises hoisting frame main frame (1) and stile (2);
The hoisting frame main frame (1) of the frame unit in the middle of being positioned at is the first fixedly connected rectangular frame, the first rectangular frame top and bottom are respectively the following channel-section steel (5) that the downward last channel-section steel (6) of notch and notch make progress, the first rectangular frame left end is guide rail (8), right-hand member is montant (7), be set with main frame cross bar (10) at the middle part of first rectangular frame, be set with brace (11) down down between channel-section steel (5) and the guide rail (8), between main frame cross bar (10) and guide rail (8), be set with brace (12), be evenly equipped with main frame junction plate (3) at guide rail (8) and montant (7) both sides;
The stile (2) of the frame unit in the middle of being positioned at is second rectangular frame that is complementary with hoisting frame main frame (1), second rectangular frame the right and left is circular perpendicular steel pipe, the second rectangular frame top is mouthful downward angle steel, second rectangular frame is following to be the angle steel that mouth makes progress, be set with stile cross bar (4) at the middle part of second rectangular frame, be evenly equipped with the stile junction plate (9) corresponding with main frame junction plate (3) in the perpendicular steel pipe both sides of described circle;
On the hoisting frame main frame (1) of the frame unit in the middle of described being positioned at and the leading flank of stile (2) and the trailing flank, in, the bottom connects by the bolt at channel-section steel two ends, on the leading flank of described adjacent two stiles and the trailing flank, in, the bottom connects by the bolt at channel-section steel two ends, be provided with oblique angle steel (14) between the diagonal angle of the 3rd rectangular frame of forming in main frame cross bar (10) and stile cross bar (4) and channel-section steel two sides, bottom, described oblique angle steel (14) is connected with stile junction plate (9) bolt with main frame junction plate (3), is set with scaffold floor (13) between the channel-section steel of the bottom between hoisting frame main frame (1) and the stile (2);
The frame unit that is positioned at the bottom only is with the difference that is positioned at middle frame unit: hoisting frame main frame and stile limit contiguously is a round steel pipe; It is identical that each frame unit assembles mode up and down, the last channel-section steel of the hoisting frame main frame of first frame unit is connected by bolt back-to-back with the following channel-section steel of the hoisting frame main frame of second frame unit, and the inferior horn steel backing backrest of the last angle steel of the stile of described first frame unit and the stile of second frame unit is connected by bolt; The assembling mode is identical about each frame unit, the leading flank of hoisting frame main frame (1) and stile (2) and the upper, middle and lower portion of trailing flank are connected by the bolt at channel-section steel two ends, and the leading flank of two adjacent stiles and the upper, middle and lower portion of trailing flank are connected by the bolt at channel-section steel two ends.
2. a kind of assembling integral lifting scaffold according to claim 1 is characterized in that described guide rail (8) comprises guide rail channel-section steel A(15), and the guide rail channel-section steel B(16 of guide-track groove steel backing to being provided with) and evenly be arranged on guide rail channel-section steel A(15) and guide rail channel-section steel B(16) between little cross bar (17).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011201033502U CN202064623U (en) | 2011-04-11 | 2011-04-11 | Assembly type integral lifting scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011201033502U CN202064623U (en) | 2011-04-11 | 2011-04-11 | Assembly type integral lifting scaffold |
Publications (1)
Publication Number | Publication Date |
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CN202064623U true CN202064623U (en) | 2011-12-07 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2011201033502U Expired - Fee Related CN202064623U (en) | 2011-04-11 | 2011-04-11 | Assembly type integral lifting scaffold |
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CN (1) | CN202064623U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103643790A (en) * | 2013-10-30 | 2014-03-19 | 中建钢构有限公司北京分公司 | Self-crawling type operating platform applicable to colossal column |
CN107035152A (en) * | 2017-04-19 | 2017-08-11 | 嘉兴市华弘工程设备有限公司 | The safe discharging platform of assembled for construction |
-
2011
- 2011-04-11 CN CN2011201033502U patent/CN202064623U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103643790A (en) * | 2013-10-30 | 2014-03-19 | 中建钢构有限公司北京分公司 | Self-crawling type operating platform applicable to colossal column |
CN103643790B (en) * | 2013-10-30 | 2016-08-17 | 中建钢构有限公司 | It is applicable to the self-crawling type operating platform of colossal column |
CN107035152A (en) * | 2017-04-19 | 2017-08-11 | 嘉兴市华弘工程设备有限公司 | The safe discharging platform of assembled for construction |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C56 | Change in the name or address of the patentee | ||
CP03 | Change of name, title or address |
Address after: 050020, Longquan Road, Luquan, Hebei, Shijiazhuang, No. 180 Patentee after: HEBEI YIAN ENGINEERING TECHNOLOGY CO., LTD. Address before: 050200 No. 180, Longquan Road, Luquan Development Zone, Shijiazhuang, Hebei Patentee before: Hebei YiAn Engineering & Technology Co., Ltd. |
|
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111207 Termination date: 20200411 |
|
CF01 | Termination of patent right due to non-payment of annual fee |