CN116163503A - Can turnover formula cantilever removes operation scaffold device - Google Patents

Can turnover formula cantilever removes operation scaffold device Download PDF

Info

Publication number
CN116163503A
CN116163503A CN202310348345.5A CN202310348345A CN116163503A CN 116163503 A CN116163503 A CN 116163503A CN 202310348345 A CN202310348345 A CN 202310348345A CN 116163503 A CN116163503 A CN 116163503A
Authority
CN
China
Prior art keywords
bearing frame
adjustable
support bearing
component
support
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.)
Pending
Application number
CN202310348345.5A
Other languages
Chinese (zh)
Inventor
王伟
彭云涛
王利文
章伯阳
潘忠尧
何金奇
李函霖
徐寅海
蔡启航
王绥宽
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.)
China Construction Third Engineering Group Hainan Co ltd
Original Assignee
China Construction Third Engineering Group Hainan 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 China Construction Third Engineering Group Hainan Co ltd filed Critical China Construction Third Engineering Group Hainan Co ltd
Priority to CN202310348345.5A priority Critical patent/CN116163503A/en
Publication of CN116163503A publication Critical patent/CN116163503A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/22Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by roofs or ceilings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/001Safety or protective measures against falling down relating to scaffoldings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/08Scaffold boards or planks
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/14Railings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/14Railings
    • E04G5/142Railings extensible or telescopic
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/283Mobile scaffolds; Scaffolds with mobile platforms mobile horizontally
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/25Greenhouse technology, e.g. cooling systems therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)

Abstract

The invention discloses a turnover type cantilever movable operation scaffold device, which comprises a front support bearing frame, a rear support bearing frame, an adjustable pressure top component, an adjustable bottom support component, a turnover type cantilever platform support frame and a front support hoop component, wherein the front support bearing frame is arranged on the front support bearing frame; one end of the adjustable pressure top component is connected with the upper end of the rear support bearing frame, the other end of the adjustable pressure top component is propped against the roof, one end of the adjustable bottom support component is connected with the bottom end of the rear support bearing frame, the other end of the adjustable bottom support component is pressed against the floor, the front support bearing frame is connected with the rear support bearing frame through the front support hoop component, and the turnover cantilever platform support frame is horizontally arranged in a plurality of ways and is connected with the bottom of the front support bearing frame. The invention has the beneficial effects that: the invention can be used in the floor turnover, if the floor turnover is needed, the floor turnover can be reinstalled for use after being disassembled, the cost and the expense are saved, the difficulty in the operation process is low, the stress of the whole structure is reasonable, the floor turnover device is suitable for building engineering construction operations of overhanging and inner-folding outer-elevation modeling, and the floor turnover device can be continuously used by adjusting different heights.

Description

Can turnover formula cantilever removes operation scaffold device
Technical Field
The invention relates to the technical field of construction engineering, in particular to a turnover cantilever movable operation scaffold device.
Background
The modern novel building facade designs molding are different at present, and especially some outstanding building design works are higher to structure and curtain facade combination degree requirement, face the condition of unconventional straight up and down in the construction operation is growing more and more, this has provided great challenge to traditional hanging flower basket operation mode, and the fossil fragments welding and the aluminum plate installation construction of the outer facade of building form of layer by layer of edge cornice or adduction are comparatively difficult, if according to the most traditional project schemes in the past, adopt the interlayer to set up the hanging flower basket and carry out the construction, the construction installation complex period is longer, and adopt the hanging flower basket to be unable to have enough to turn over, need hang to implement fully, need repair the structure face after dismantling, will cause more cost waste.
For example, chinese patent discloses an operation platform (publication number: a) of a detachable movable overhanging scaffold, which comprises a platform base, universal wheels arranged below the platform base and a scaffold body arranged on the platform base; the platform base comprises main beams and secondary beams arranged between the main beams, wherein scaffold boards are paved on the secondary beams, and counterweights are arranged on the scaffold boards; the girder is provided with a plurality of reserved steel bars for supporting the scaffold body, the front end of the girder is provided with an arc anchor ring, the arc anchor ring is provided with an unloading steel wire rope, the top end of the unloading steel wire rope is fixed on a drawknot anchor ring of the upper layer structure column, the outer side of the drawknot anchor ring is provided with a sleeve, and the sleeve is arranged in the upper layer structure column; the operation is carried out locally outside the column, the safety and reliability during the operation are ensured, and the device has the advantages of simple platform erection, easy disassembly, turnover use and convenient use and is transported out from the building after the use is finished.
The prior art discloses overhanging scaffold operation platform technical scheme, but does not have high regulatory function, can not adjust the height of scaffold according to different layer heights, does not have the safety protection network in addition, uses unsafe, does not have balanced counter weight facility, and the easy perk turns over in the work progress.
Therefore, it is necessary to provide a scaffold device capable of being turned over, cantilever and moved for operation.
Disclosure of Invention
In view of the above-mentioned shortcomings in the prior art, an object of the present invention is to provide a scaffold device capable of being moved by a cantilever in a turnover manner, so as to solve the above-mentioned problems.
The turnover type cantilever movable operation scaffold device comprises a scaffold body, wherein the scaffold body comprises a front support bearing frame, a rear support bearing frame, an adjustable pressure top member, an adjustable bottom support member, a turnover type cantilever platform support frame and a front support hoop member; the utility model discloses a building floor, including adjustable roof component, back support bearing frame, adjustable roof component, adjustable bottom stay component, adjustable top stay component one end is connected with back support bearing frame upper end, adjustable bottom stay component other end compresses tightly the building floor, front bracket bearing frame passes through front bracket staple bolt component and is connected with back support bearing frame, turnover formula cantilever platform support frame level is arranged a plurality of and is connected with front bracket bearing frame and back support bearing frame bottom, the upper portion periphery position of front bracket bearing frame is connected with adjustable guard rail, the upper portion of front bracket bearing frame and back support bearing frame has all been mated formation to have the pavement net.
Preferably, the upper end of the rear bracket bearing frame is connected with the adjustable pressure top component through a first adjustable limit fixing node; the adjustable limiting fixed node adjusts the height of the adjustable roof component by screwing or unscrewing a bolt so as to control the height of the adjustable roof component.
Preferably, the front support bearing frame is connected with the adjustable guard rail through a second adjustable limit fixing node, and the adjustable limit fixing node is used for controlling the height of the adjustable guard rail by adjusting the height of the front support bearing frame through screwing or unscrewing a bolt.
Preferably, a safety protection net is arranged around the adjustable protection railing.
Preferably, a diagonal brace is connected between the front support load-bearing frame and the rear support load-bearing frame.
Preferably, the middle part of the rear bracket bearing frame is connected with a turnover type personnel up-down ladder.
Preferably, the adjustable roof component comprises a jacking and a first pipe fitting, the jacking is in threaded connection with the first pipe fitting, the adjustable bottom support component comprises a bottom support and a second pipe fitting, and the bottom support is in threaded connection with the second pipe fitting.
Preferably, a plurality of balance weights are arranged at the lower inner end of the rear support bearing frame, and the balance weights are formed by combining a plurality of 80kg balancing weights.
Preferably, the lower non-outer end of the rear support bearing frame is provided with a lockable limiting pulley, and the lockable limiting pulley moves and fixes the position of the turnover cantilever moving operation scaffold device through adjusting the limiter.
Preferably, the rear bracket bearing frame and the front bracket bearing frame are formed by welding and erecting square steel.
Compared with the prior art, the invention has the beneficial effects that: the height of the turnover type cantilever movable operation scaffold device is controlled by adjusting the position of the adjustable limiting fixed node, so that the turnover type cantilever movable operation scaffold device can be used in a floor in a turnover way, and can be reinstalled and used after being disassembled if the turnover is needed in a staggered way, so that the cost of fully hanging and installing a hanging basket is saved, each part is assembled by welding or other modes, the construction is simple and convenient, the operation process difficulty is low, the whole structure is stressed reasonably by placing the balance weight at the lower inner end of the rear support bearing frame, the turnover type cantilever movable operation scaffold device is suitable for building engineering construction operation of outward-overhanging and inward-outward-elevation modeling, has universal applicability, can be used continuously after the turnover is needed, and the original structure is not damaged after the turnover type cantilever movable operation scaffold device is adjusted to different heights.
Drawings
Fig. 1 is a structural view of a turnover type cantilever moving operation scaffold device of the invention;
FIG. 2 is a block diagram of a front cradle load bearing frame of the present invention;
FIG. 3 is a structural view of the rear support load-bearing frame of the present invention;
FIG. 4 is a block diagram of an adjustable roof member of the present invention;
FIG. 5 is a diagram of the structure of the support frame of the epicyclic cantilever platform of the present invention;
FIG. 6 is a block diagram of an adjustable bottom bracket member of the present invention;
FIG. 7 is a perspective view of the structure of the present invention;
fig. 8 is a schematic view of the usage state of the present invention.
Reference numerals in the drawings: 1. an adjustable roof member; 2. a first adjustable limit fixed node; 3. an adjustable guard rail; 4. front bracket hoop members; 5. a front support load-bearing frame; 6. a turnover cantilever platform support frame; 7. a rear support load-bearing frame; 8. turnover type personnel climb up and down stairs; 9. an adjustable bottom support member; 10. a balance weight; 11. lockable limit pulleys; 12. the second adjustable limit fixed node; 13. a diagonal brace; 14. a pavement network; 15. a safety protection net; 16. screw carrier plate; 17. a third pipe fitting; 18. a scaffold body; 19. a building body; 20. a roof panel; 21. floor boards; 101. jacking; 102. a first pipe fitting; 901. a bottom support; 902. and a second pipe fitting.
Detailed Description
It should be noted that, without conflict, the embodiments of the present invention and features of the embodiments may be combined with each other.
In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first", "a second", etc. may explicitly or implicitly include one or more such feature. In the description of the present invention, unless otherwise indicated, the meaning of "a plurality" is two or more.
In the description of the present invention, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art in a specific case.
Embodiments of the invention are described in detail below with reference to the attached drawings, but the invention can be implemented in a number of different ways, which are defined and covered by the claims.
As shown in fig. 1 and in combination with fig. 2 to 8, a turnover type cantilever mobile operation scaffold device comprises a scaffold body 18, wherein the scaffold body 18 comprises a front support bearing frame 5, a rear support bearing frame 7, an adjustable pressure top member 1, an adjustable bottom support member 9, a turnover type cantilever platform support frame 6 and a front support hoop member 4; the adjustable roof component 1 one end is connected with rear bracket bearing frame 7 upper end, the roof is tightly supported to adjustable roof component 1 other end, adjustable bottom stay component 9 one end is connected with rear bracket bearing frame 7 bottom, adjustable bottom stay component 9 other end compresses tightly the floor, front bracket bearing frame 5 is connected with rear bracket bearing frame 7 through front bracket staple bolt component 4, turnover formula cantilever platform support frame 6 level is arranged a plurality of and is connected with front bracket bearing frame 5 and rear bracket bearing frame 7 bottom, the upper portion periphery position of front bracket bearing frame 5 is connected with adjustable guard rail 3, the pavement has all been laid on the upper portion of front bracket bearing frame 5 and rear bracket bearing frame 7 to walk a net 14.
Further, the upper end of the rear bracket bearing frame 7 is connected with the adjustable pressure top component 1 through a first adjustable limit fixed node 2; the first adjustable limit fixed node 2 controls the height of the adjustable roof member 1 by adjusting the height thereof by tightening or loosening a bolt.
Further, the front support bearing frame 5 is connected with the adjustable guard rail 3 through a second adjustable limit fixing node 12, and the second adjustable limit fixing node 12 controls the height of the adjustable guard rail 3 by screwing or unscrewing bolts to adjust the height of the second adjustable limit fixing node.
Further, a safety protection net 15 is installed around the adjustable protection railing 3.
The adoption of the further technical scheme has the beneficial effects that: the safety protection net 15 plays a role in protecting construction personnel.
Further, an inclined strut 13 is connected between the front support bearing frame 5 and the rear support bearing frame 7.
The adoption of the further technical scheme has the beneficial effects that: the diagonal braces 13 act to increase the stiffness of the front support load-bearing frame 5.
Further, a turnover type personnel up-down ladder 8 is connected to the middle of the rear support bearing frame 7.
The adoption of the further technical scheme has the beneficial effects that: the turnover type personnel climb up and down the ladder 8 to facilitate the staff to climb up.
Further, the adjustable roof member 1 includes a roof support 101 and a first pipe 102, the roof support 101 is in threaded connection with the first pipe 102, the adjustable bottom support member 9 includes a bottom support 901 and a second pipe 902, and the bottom support 901 is in threaded connection with the second pipe 902.
Further, a plurality of balance weights 10 are arranged at the lower inner end of the rear support bearing frame 7, and the balance weights 10 are formed by combining a plurality of 80kg balancing weights.
The adoption of the further technical scheme has the beneficial effects that: the balance weight 10 plays a role in stabilizing the front bracket bearing frame 5 and the rear bracket bearing frame 7.
Further, a lockable limiting pulley 11 is arranged at the outer end of the lower part of the rear support bearing frame 7, and the lockable limiting pulley 11 moves and fixes the position of the turnover cantilever moving operation scaffold device through an adjusting limiter.
Further, the rear bracket bearing frame 7 and the front bracket bearing frame 5 are formed by welding and erecting square steel.
Compared with the prior art, the invention has the beneficial effects that: the height of the turnover type cantilever movable operation scaffold device is controlled by adjusting the position of the adjustable limiting fixed node, so that the turnover type cantilever movable operation scaffold device can be used in a floor in a turnover way, and can be reinstalled and used after being disassembled if the turnover is needed in a staggered way, so that the cost of fully hanging and installing the hanging basket is saved, each part is assembled by welding or other modes, the construction is simple and convenient, the operation process difficulty is low, the whole structure is stressed reasonably by arranging the balance weight 10 at the lower inner end of the rear support bearing frame 7, the turnover type cantilever movable operation scaffold device is suitable for building engineering construction operations of outward-overhanging and inward-outward facade modeling, has universal applicability, green turnover is realized, and the turnover type cantilever movable operation scaffold device can be continuously used after different heights are adjusted, and the original structure cannot be damaged.
The first adjustable limit fixing node 2 and the second adjustable limit fixing node 12 are formed by combining and installing M12 bolts and 60 multiplied by 4 galvanized square steel, the adjustable guard rail rod 3 is formed by welding 48 multiplied by 2.7 series steel pipes and 30 multiplied by 4 galvanized square steel, the turnover cantilever platform support frame 6 is formed by combining and installing 50 multiplied by 70 multiplied by 4 galvanized square steel and wood springboards, the front support bearing frame 5 is formed by combining and installing 50 multiplied by 4 galvanized square steel, the front support hoop member 4 is formed by combining and welding a jacking and 60 multiplied by 4 galvanized square steel, the rear support bearing frame 7 is formed by welding and erecting 50 multiplied by 70 multiplied by 4 galvanized square steel, the turnover type personnel up-down climbing ladder 8 is formed by welding 30 multiplied by 4 galvanized square steel, the adjustable bottom support member 9 is formed by combining and installing 60 multiplied by 4 galvanized square steel and a bottom support, the balance weight 10 is formed by combining and installing a plurality of 80kg balancing weights, and the lockable limit pulleys 11 are used for moving and fixing the positions of the operation frame device.
The first pipe fitting 102 of the adjustable pressure top component 1 adopts 48 multiplied by 2.7 series steel pipes, the connection and the fixation with the original main body structure are not needed, the steel pipes are combined with the jacking to achieve the fixation effect by adjusting the limiting height, and the jacking structural plate is tightly jacked.
The second pipe 902 of the adjustable bottom support member 9 adopts 60×60×4 galvanized square steel, the height position of the second pipe 902 is fixed by tightening or loosening M12 bolts so as to control the height of the adjustable pressure top member 1 and the height of the non-working state, the adjustable guard rail 3 is formed by welding 48×2.7 series steel pipes and 30×30×4 galvanized angle steel, the protection height is adjusted by limiting fixed nodes, the cantilever platform of the operating frame can pass through windows and holes, and the cantilever platform can also be lifted and fixed to play a role in protection during operation.
The pavement net 14 is formed by combining and installing 50 multiplied by 70 multiplied by 4 galvanized square steel and wooden springboards, the supporting frames are horizontally arranged and connected with the rear support bearing frame 6 and the rear support bearing frame 5 through bolts, the overhanging length is 2.5m, the area size of the operation area is 2.1m multiplied by 3.9m, and the construction can be carried out by 2 persons.
The diagonal brace 13 is used for manufacturing a supporting member of the overhanging part by 50 galvanized angle steel, one end of the diagonal brace 13 is welded and fixed with the rear bracket bearing frame 7, and the other end of the diagonal brace 13 is detachably connected with the front bracket bearing frame 5 through an adjusting bolt, so that the operating frame can flexibly move in a non-operating state and is firm and stable in an operating state.
Working principle:
one end of the adjustable roof component 1 is connected with the upper end of the rear support bearing frame 7, the other end of the adjustable roof component 1 is tightly propped against the roof, one end of the adjustable bottom support component 9 is connected with the bottom end of the rear support bearing frame 7, the other end of the adjustable bottom support component 9 is tightly pressed against the floor, the front support bearing frame 5 is connected with the rear support bearing frame 7 through the front support hoop component 4, the turnover cantilever platform supporting frames 6 are horizontally arranged in a plurality of and are connected with the bottoms of the front support bearing frame 5 and the rear support bearing frame 7, the adjustable guard rail 3 is connected at the peripheral position of the upper part of the front support bearing frame 5, and the pavement of the upper parts of the front support bearing frame 5 and the rear support bearing frame 7 is provided with the pavement net 14.
During construction, the scaffold body 18 is arranged in an overhanging region of the building body 19, the upper end of the rear support bearing frame 7 is fixedly connected with a roof board 20 of the building body 19 through the adjustable roof member 1, the lower end of the rear support bearing frame 7 is fixedly connected with a floor 21 of the building body 19 through the adjustable bottom support member 9, the lower part of the front support bearing frame 5 is fixedly connected with the floor 21 of the building body 19 through the turnover type overhanging platform support frame 6, a plurality of balance weights 10 are placed at the lower part in the rear support bearing frame 7, and after the scaffold body 18 is arranged, constructors can climb onto a pavement network 14 through the turnover type personnel up-down climbing ladder 8 to perform construction operation.
The foregoing description is only of the preferred embodiments of the present invention and is not intended to limit the scope of the invention, and all equivalent structures or equivalent processes using the descriptions and drawings of the present invention or directly or indirectly applied to other related technical fields are included in the scope of the invention.

Claims (10)

1. The utility model provides a but turnover formula cantilever removes operation scaffold frame device which characterized in that: the scaffold comprises a scaffold body (18), wherein the scaffold body (18) comprises a front support bearing frame (5), a rear support bearing frame (7), an adjustable pressure top component (1), an adjustable bottom support component (9), a turnover cantilever platform support frame (6) and a front support hoop component (4); the utility model discloses a building roof, including adjustable roof component, support frame, front bracket bearing frame (5), adjustable roof component (1), adjustable roof component (9), back support bearing frame (7), adjustable roof component (1) one end is connected with back support bearing frame (7) upper end, adjustable roof component (9) one end is connected with back support bearing frame (7) bottom, adjustable roof component (9) other end compresses tightly building floor (21), front bracket bearing frame (5) are connected with back support bearing frame (7) through front bracket staple bolt component (4), turnover formula cantilever platform support frame (6) level arrangement a plurality of and be connected with front bracket bearing frame (7) bottom, the upper portion periphery position of front bracket bearing frame (7) is connected with adjustable guard rail (3), the upper portion of front bracket bearing frame (5) and back support bearing frame (5) all has pavement net (14).
2. The epicyclic cantilever-movable-operation scaffold device according to claim 1, wherein: the upper end of the rear support bearing frame (7) is connected with the adjustable pressure top component (1) through a first adjustable limiting fixed node (2); the adjustable limiting fixed node (2) controls the height of the adjustable pressure top component (1) by adjusting the height of the adjustable limiting fixed node by screwing or unscrewing a bolt.
3. The epicyclic cantilever-movable-operation scaffold device according to claim 1, wherein: the front support bearing frame (7) is connected with the adjustable guard rail (3) through a second adjustable limit fixed node (12), and the adjustable limit fixed node (2) is used for controlling the height of the adjustable guard rail (3) by adjusting the height of the front support bearing frame through screwing or unscrewing bolts.
4. The epicyclic cantilever-movable-operation scaffold device according to claim 1, wherein: and a safety protection net (15) is arranged around the adjustable protection railing (3).
5. The epicyclic cantilever-movable-operation scaffold device according to claim 1, wherein: and an inclined stay bar (13) is connected between the front support bearing frame (5) and the rear support bearing frame (7).
6. The epicyclic cantilever-movable-operation scaffold device according to claim 1, wherein: the middle part of the rear support bearing frame (7) is connected with a turnover type personnel up-down cat ladder (8).
7. The epicyclic cantilever-movable-operation scaffold device according to claim 1, wherein: the adjustable pressure top component (1) comprises a top support (101) and a first pipe fitting (102), the top support (101) is in threaded connection with the first pipe fitting (102), the adjustable bottom support component (9) comprises a bottom support (101) and a second pipe fitting (102), the bottom support (101) is in threaded connection with the second pipe fitting (102), the turnover cantilever platform support frame (7) comprises a screw support plate (16) and a third pipe fitting (17), and the screw support plate (16) is in threaded connection with the third pipe fitting (17).
8. The epicyclic cantilever-movable-operation scaffold device according to claim 1, wherein: a plurality of balance weights (10) are arranged at the lower inner end of the rear support bearing frame (7), and the balance weights (10) are formed by combining a plurality of 80kg balancing weights.
9. The epicyclic cantilever-movable-operation scaffold device according to claim 1, wherein: the outer end of the lower part of the rear bracket bearing frame (7) is provided with a lockable limiting pulley (11).
10. The epicyclic cantilever-movable-operation scaffold device according to claim 1, wherein: the rear support bearing frame (7) and the front support bearing frame (5) are formed by welding and erecting square steel.
CN202310348345.5A 2023-04-03 2023-04-03 Can turnover formula cantilever removes operation scaffold device Pending CN116163503A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310348345.5A CN116163503A (en) 2023-04-03 2023-04-03 Can turnover formula cantilever removes operation scaffold device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310348345.5A CN116163503A (en) 2023-04-03 2023-04-03 Can turnover formula cantilever removes operation scaffold device

Publications (1)

Publication Number Publication Date
CN116163503A true CN116163503A (en) 2023-05-26

Family

ID=86411733

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310348345.5A Pending CN116163503A (en) 2023-04-03 2023-04-03 Can turnover formula cantilever removes operation scaffold device

Country Status (1)

Country Link
CN (1) CN116163503A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201158933Y (en) * 2007-12-27 2008-12-03 上海市第七建筑有限公司 High-rise maintaining scaffold device with extruding structure
CN102733586A (en) * 2012-06-06 2012-10-17 苏州金螳螂幕墙有限公司 Scaffold cart
WO2017018927A1 (en) * 2015-07-27 2017-02-02 Arbeit Sicher Pte Ltd Construction platform apparatus and method of installation thereof
CN208899838U (en) * 2018-07-19 2019-05-24 中国建筑第六工程局有限公司 A kind of overhung supporter for total sub-semigroup
CN212583181U (en) * 2020-05-19 2021-02-23 南通承悦装饰集团有限公司 Inclined lever type movable cantilever platform
CN213477596U (en) * 2020-09-08 2021-06-18 中国建筑第二工程局有限公司 Large-span high suspended structure formwork supporting platform connecting structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201158933Y (en) * 2007-12-27 2008-12-03 上海市第七建筑有限公司 High-rise maintaining scaffold device with extruding structure
CN102733586A (en) * 2012-06-06 2012-10-17 苏州金螳螂幕墙有限公司 Scaffold cart
WO2017018927A1 (en) * 2015-07-27 2017-02-02 Arbeit Sicher Pte Ltd Construction platform apparatus and method of installation thereof
CN208899838U (en) * 2018-07-19 2019-05-24 中国建筑第六工程局有限公司 A kind of overhung supporter for total sub-semigroup
CN212583181U (en) * 2020-05-19 2021-02-23 南通承悦装饰集团有限公司 Inclined lever type movable cantilever platform
CN213477596U (en) * 2020-09-08 2021-06-18 中国建筑第二工程局有限公司 Large-span high suspended structure formwork supporting platform connecting structure

Similar Documents

Publication Publication Date Title
AU2010346421B2 (en) Scaffold and methods for installing or removing such a scaffold
CN201506699U (en) Electric lifting bridge rack for construction
RU2400609C2 (en) Complex system of accident prevention support in construction
US3684058A (en) Scaffold
CN104763109B (en) Quick construction method for pressed bottom tile of large-span steel structure factory building roof
US20120006621A1 (en) Movable modular scaffold system for building works and method to form it
CN114412158A (en) Aluminum alloy-steel combined attached lifting scaffold and mounting method thereof
CN205822747U (en) Architectural engineering scaffold
CN211257740U (en) Small-span operation platform suitable for high-altitude construction
CN116163503A (en) Can turnover formula cantilever removes operation scaffold device
JP3950800B2 (en) Suspension scaffold
CN210888010U (en) Construction handling frame
CN212897455U (en) Prevent portable scaffold frame that topples
JP3116222U (en) Simple scaffolding
CN209837623U (en) Wall construction and composite platform for people to go up and down
CN112111620A (en) Ball top refractory dismounting device and method for blast furnace hot blast stove
GB2428729A (en) A scaffold stair unit
CN218842867U (en) Movable bridge arch rib support frame
CN213654167U (en) Adjustable scaffold for interior decoration
JPH07150767A (en) Beam truss erecting method in building having overhead traveling crane
CN218378382U (en) Assembled equipment frame with height drop
CN218638881U (en) Welding construction operation platform for cantilever arm of steel box girder
CN215484514U (en) Lifting scaffold
CN211341705U (en) Operation platform
CN215594807U (en) Multifunctional construction scaffold

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination