WO2018190584A1 - Système d'élévation de structure à stabilité structurelle améliorée - Google Patents

Système d'élévation de structure à stabilité structurelle améliorée Download PDF

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Publication number
WO2018190584A1
WO2018190584A1 PCT/KR2018/004108 KR2018004108W WO2018190584A1 WO 2018190584 A1 WO2018190584 A1 WO 2018190584A1 KR 2018004108 W KR2018004108 W KR 2018004108W WO 2018190584 A1 WO2018190584 A1 WO 2018190584A1
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WO
WIPO (PCT)
Prior art keywords
frame
climbing
cage
structural stability
climbing system
Prior art date
Application number
PCT/KR2018/004108
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English (en)
Korean (ko)
Inventor
이명래
이창훈
이창민
Original Assignee
이명래
이창훈
이창민
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 이명래, 이창훈, 이창민 filed Critical 이명래
Priority to US16/603,422 priority Critical patent/US20200149301A1/en
Publication of WO2018190584A1 publication Critical patent/WO2018190584A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3247—Storey high safety barrier hung from the facade and sliding up from level to level as work progresses
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
    • E04G11/24—Construction of lifting jacks or climbing rods for sliding forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/08—Scaffold boards or planks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/28—Clips or connections for securing boards
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

Definitions

  • the present invention relates to a structural climbing system with improved structural stability, and more particularly, the detachable gangform installed in the climbing system can operate more stably without shaking, and can be flexibly moved without stopping the climbing system up and down structurally.
  • the present invention relates to a building climbing system having improved structural stability, which can improve worker stability by securing stability and as much as possible by securing an operator's work space through auxiliary extension scaffolding.
  • the frame is formed by reinforcing the reinforcing bar, and a plurality of formwork is installed on the outside of the frame, and the concrete is poured by curing the building for a predetermined period of time.
  • Such formwork is composed of a plurality of wood panels not only takes a lot of time to manufacture, but also the most damaged in the process of removing the formwork after the concrete curing is not possible to reuse, and for reinforcement work of reinforcement and building exterior After the scaffold was installed, it was not recyclable after one use.
  • gang form cages which are installed outside of buildings during concrete pouring, have been developed and used to construct high-rise buildings.
  • the gangform cage is made of a gangform providing a concrete pouring surface and a workbench connected to the gangform to provide a workspace.
  • the gangform cage is temporarily fixed (fastening bolt) to the outer wall portion corresponding to each floor while being moved to a certain height by a tower crane so that the outer wall of the upper layer can be sequentially lifted and constructed starting from the lower layer of the concrete structure. Is set to.
  • Patent No. 10-1152963 (Registration Date: May 29, 2012) Climbing system for construction with a climbing shoe or a guide shoe,
  • At least one climbing bracket 12 for supporting the formwork, at least one climbing profile 14 arranged in the climbing direction with respect to the building, and mounted on the building or the climbing bracket 12 and for climbing operation
  • a construction climbing system comprising at least one climbing shoe or guide shoe 10 which interacts with the climbing profile 14,
  • the climbing shoe or guide shoe 10 has at least one brake 18 acting on the climbing profile 14, the brake being subjected to pretension with respect to the climbing profile 14 so that the climbing profile Characterized in that can be always coupled to.
  • Utility Model Registration No. 20-0445741 (Registration Date: August 20, 2009).
  • a rail 300 connected to the shoe 200 and provided with a plurality of locking protrusions 320;
  • a cylinder 500 coupled to the shoe 200;
  • the rotation limiting groove 675 is provided adjacent to the hinge shaft 630, the support member 600 is provided with a protrusion 640 located in the rotation limiting groove 675,
  • the conventional gangform cage is a connection bolt protruding from the shoe in the process of lifting the gangform cage upwards through the lifting device by the connecting bolt protrudes to both sides in the process of connecting a plurality of rails connected to the shoe installed in the building.
  • the bolt is easily caught and the lifting operation cannot be performed smoothly.
  • the auxiliary scaffold is installed in the front part of the work scaffold installed in the cage to try to improve the work stability by expanding the working range of the worker, but the auxiliary scaffold is installed
  • the connection state of the wire does not have a solid support and close to the existing work footing and connected by wire or bundle to install the connection.
  • the present invention has been made in consideration of the above circumstances, and an object of the present invention is to minimize the protrusion of the connecting portion of the plurality of climbing rails installed on one side of the building climbing system, so that the guide rail connected to the shoe is caught in the process of moving up and down.
  • the moving process can be performed stably, and the gangform demolding work can be safely performed. It is to provide a construction climbing system with improved structural stability which can be maximized and ensures worker's work safety.
  • the gangform 200 is attached to the outer side of the structure to the top of the gangform 200 in a state in which a pair of climbing rails 30 are assembled to the shoe 300 formed in the structure in order to concrete
  • the climbing system consisting of a cage having a working space and,
  • the cage 100 The cage 100,
  • a frame 10 woven to have a height, a width, and a depth corresponding to one or two or more layers of the structure to be constructed;
  • a plurality of supports 21 are connected to the frame 10 at a lower portion of the perforated foot plate 22, which is installed inside the frame 10 and has a protrusion 221 protruding from the edge of a hole (not shown).
  • Work scaffold 20 is made;
  • a climbing rail 30 assembled to one side of the frame 10 and assembled in a sliding movable form with the shoe 300 formed in the structure.
  • the gap holding plate 222 fixed to the frame 10 and positioned a pair of C-shaped steels 224 to be opposed to each other and connected to the frame 10 on the other side by a catching hole 221 which is engaged by the shoe 300. And a fixed base 220 formed to protrude upward from a portion of the rack gear 223 in the center portion thereof.
  • the lower portion of the movable frame 240 is rotatably assembled to one side of the plurality of fixing plates 233 that are movably connected to the fixed base 220 and have an insertion groove 232 outside the pair of C-shaped steel 231.
  • Gears engaged with the rack gear 223 in the center portion of the second connection portion 235 and the central portion rotatably assembled to the first connector 234 and the inclined support 250 connected to the moving frame 240 on the other side 236 is rotatably assembled inside a pair of C-shaped steel 231 and the moving base 230 is configured to protrude the engaging projection 237 to the outside;
  • Structural stability characterized in that it can be achieved by the building climbing system with improved.
  • One side of the working footrest 20 further includes an auxiliary footrest 24 connected by an expansion bracket 23 and made of an auxiliary support 241 and an auxiliary oil footrest 242,
  • the expansion bracket 23 is fitted with a first fitting groove 231 to which the frame 10 is fitted at the bottom and an auxiliary support 241 of the support foot 21 and the auxiliary footrest 24 at the top of the working footrest 20.
  • the second fitting groove 232 and the plurality of fastening holes 233 are integrally formed,
  • Climbing rail 30 is a pair of C-shaped steel 31 having a connection hole 311 and the receiving groove 312 on one side,
  • Protruding portion 322 is formed between the C-shaped steel 31, the connection hole 321 is formed, the hook portion 32 is exposed to one side protruding teeth in the form of a wedge inclined to one side in the longitudinal direction,
  • the exposed protrusion 322 of the hook 32 is inserted into the receiving groove 312 of the neighboring climbing rail 30 'and is fastened by the fastening member 33.
  • the lower portion of the cage 100 is characterized in that it further comprises a closing cage 400 having an extended footrest 410 for the external work of the structure.
  • the structural climbing system having improved structural stability minimizes the projecting part of the climbing rail by improving the assembly form of the climbing rail by connecting a plurality of climbing rails and installing the climbing rail to have a similar length.
  • the protruding portion is caught by the shoe to prevent the movement from being hindered, so that the up and down movement of the climbing system can be moved in a more stable state.
  • the gangform is connected to the upper portion of the cage in the form capable of reversing, the gangform is retracted forward by the gear coupling of the rack and the pinion in the state that the lower frame of the gangform surface bonded to the frame of the cage, the gangform to one side Gang form can be demolded or installed in a state in which left and right balance is maintained without bias, and thus demolding and moving can be performed stably.
  • auxiliary scaffold that can be installed in close proximity to the position of the building on one side of the working scaffold, and improved so that the installation state of the auxiliary scaffold can be maintained firmly
  • the worker's working environment can be formed safely by providing the worker's working radius as wide as possible, thereby preventing accidents such as worker's fall and work tool's fall that may occur during the work.
  • FIG. 1 is a side view of a state in which a building climbing system having improved structural stability according to the present invention is installed in a building;
  • Figure 2 is a perspective view of the climbing rail of the structural climbing system improved structural stability according to the present invention
  • Figure 3 is an exploded perspective view of the gangform moving means part of the structural climbing system improved structural stability according to the present invention
  • Figure 4 is a cross-sectional view of the combined state of the gangform moving portion of the structural climbing system improved structural stability according to the present invention
  • FIG. 5 is an enlarged view of a portion A of FIG. 1;
  • FIG. 6 is an enlarged view of a portion A of FIG. 1 and illustrates a state in which the gangform is reversed.
  • FIG. 7 is a plan view of the work scaffolding part of the structural climbing system improved structural stability according to the present invention
  • Figure 8 is a side view of a state in which the auxiliary scaffold is installed on one side of the working scaffold in the structural climbing system improved structural stability according to the present invention
  • FIG. 9 is a perspective view of a bracket for connection of the working footrest and the auxiliary footrest in the structural climbing system with improved structural stability according to the present invention.
  • FIG. 10 is a view of a modified state of the building climbing system with improved structural stability according to the present invention
  • FIG. 11 is a view showing a modified embodiment of the cage of the structural climbing system with improved structural stability according to the present invention
  • FIG. 12 is a view showing another modified embodiment of the cage of the structural climbing system with improved structural stability according to the present invention
  • FIG. 1 is a side view of a state in which a structural climbing system with improved structural stability according to the present invention is installed in a building
  • FIG. 2 is a perspective view of a climbing rail among structural climbing systems with improved structural stability according to the present invention
  • FIG. 4 is an exploded perspective view of a gangform moving means part of the structural climbing system having improved structural stability according to the present invention
  • FIG. 4 is a cross-sectional view of the combined state of the gangform moving means of the structural climbing system having improved structural stability according to the present invention
  • FIG. 6 is an enlarged view of part A
  • FIG. 6 is an enlarged view of part A of FIG. 1 and shows a state in which the gangform is retracted
  • FIG. 7 is a plan view of a working scaffolding part of a building climbing system having improved structural stability according to the present invention.
  • 8 is a structural climbing system of improved structural stability according to the present invention A side view of the auxiliary state scaffold is installed at one side of the foothold,
  • Fig. 9 is a perspective view of a bracket for the structural stability is improved construction work of the climbing system connection of the foot and the auxiliary scaffold according to the invention.
  • the structural climbing system having improved structural stability according to the present invention (hereinafter, referred to as a 'climbing system') 1 is largely a cage 100 installed in a structure or a building so as to be movable, and the cage 100 Consists of the gangform 200 is installed in a form capable of reversing forward on the top.
  • the cage 100 has a height corresponding to one or two or more floors of a structure or building to be constructed, a frame 10 woven to have a predetermined width and depth, and a plurality of frames installed inside the frame 10. It is configured to include a working scaffold 20 and a climbing rail 30 installed on one side of the frame 10 and assembled in a sliding movable form with the shoe 300 installed in the building.
  • the frame 10 is made of a unit of a predetermined standard to form the overall outer shape of the cage 100 of the present invention, which is a conventional steel frame, for example, each pipe, including channel-shaped steel or H-shaped steel, etc. It can be assembled into a grid-like form.
  • the size of the frame 10 may be manufactured in an appropriate size in consideration of various site conditions, such as the size of the building to be constructed, in the case of a general building it may be approximately 6m ⁇ 15m in the case of the width, In the case of height, the height can cover about 2 ⁇ 4 floors of building, and in the case of depth, it is suitable to be about 0.6 ⁇ 1.2m.
  • the guide rail 30 is assembled to one side of the frame 10 and a protective screen (not shown) such as a PE net or a wire mesh or a tent is attached to the other side of the frame 10 to prevent falling or falling objects, or to prevent dust or foreign substances generated during operation. Prevent scattering.
  • a protective screen such as a PE net or a wire mesh or a tent is attached to the other side of the frame 10 to prevent falling or falling objects, or to prevent dust or foreign substances generated during operation. Prevent scattering.
  • the frame 10 assembled in a lattice shape may be sufficiently considered to be structurally reinforced by a turn buckle or bracing as necessary.
  • the work scaffold 20 is to provide a space for a worker working in the cage 100 to work safely, as shown in Figures 7 to 9 assembled to the frame 10 and the frame ( 10 and a plurality of supports 21 made of the same pipe or channel section steel, the hole plate 22 assembled on the support 21, the support 21 and the frame 10 in succession And it is made of an extension bracket 23 is assembled to the auxiliary footrest 24 to one side.
  • the hole scaffold 22 forms a protrusion 221 protruding from the edge of the hole (not shown) to the upper portion to prevent the worker from slipping during the work on the hole scaffold.
  • the expansion bracket 23 is fitted with a first fitting groove 231 to which the frame 10 is fitted at the bottom and an auxiliary support 241 of the support foot 21 and the auxiliary footrest 24 at the top of the working footrest 20.
  • the second fitting groove 232 and the plurality of fastening holes 233 are integrally formed to fit the frame 10 into the first fitting groove 231 to be firmly fixed with a bolt (not shown) for the second fitting state.
  • the support 21 and the auxiliary support 241 are fastened by bolts (not shown) to the groove 232 so that the auxiliary footrest 24 is connected to the frame 10 and the working footrest 20 and is firmly installed. .
  • the auxiliary scaffold 24 has an auxiliary support 241, one side of which is fastened to the second fitting groove 232 of the expansion bracket 23, and an auxiliary oil hole scaffold assembled on an upper portion of the auxiliary support 241 ( 242).
  • the inclined surface (243) is formed at the end connected to the expansion bracket 23 of the auxiliary support 241 is formed so that the auxiliary footrest 24 is rotatable without hooking the upper part in the state assembled to the expansion bracket (23)
  • the auxiliary footrest 24 can be removed by removing it from the expansion bracket 23 or by removing only a portion of the fastening bolt and rotating the upper part by the auxiliary footrest 24 to prevent the cage 100 from moving.
  • the climbing rail 30 is the same as the frame 10 made of prefabricated the climbing rail 30 is also formed to have the same or similar height as the frame 10 by connecting a plurality of climbing rails to each other frame 10 Assemble and install on one side.
  • the climbing rail 30 is integrally formed with a hook 32 having a tooth-like teeth inclined to one side between the pair of C-shaped steel 31 as shown in FIG.
  • the hook 32 is coupled between the C-shaped steel 31 protrudes the end portion of the lower portion of the C-shaped steel 31 to form a protrusion 322 having a connection hole 321 and a protrusion (on the top) Insertion grooves 312 of the climbing rails 30 'to which the protrusions 322 of the hook 32 are connected by forming receiving grooves 312 having connecting holes 311 at both sides with the same depth as the length of the 322. ') Is inserted into each of the connection holes (311', 321) is formed in the same line and then fastened with a fastening member 33 to connect each climbing rail (30, 30 ') firmly.
  • the fastening member 33 in connecting the plurality of climbing rails 30, while minimizing the portion protruding to the outside while maintaining a firm connection state the shoe 300 on the outer surface of the climbing rail 30 afterwards Minimize the jam with the shoe 300 when the close contact is characterized in that there is no jam in the climbing rail 30 is moved.
  • the fastening member 33 penetrates the respective connecting holes 311 ′ and 321, and has an female coupling hole 331 and the female screw formed therein with a female screw hole 3311 and a convex-land shaped head portion 3312. It consists of a male coupling hole 332 consisting of a screw portion 3321 and a convex-shaped head portion 3322 screwed to the ball 3311, the female coupling hole 331 to the connection holes (311, 321)
  • the screwed portion 3321 of the male coupler 332 is screwed into the female screw hole 3311 in the inserted state, and the female coupler 331 and the head of the male coupler 332 are formed outwardly of the connecting hole 311 '.
  • the gangform 200 is installed in a form that is movable to the front or rear in the upper portion of the cage 100 and the base 210 is assembled in a sliding form with the frame 10 at the bottom, and the 10 and It is composed of a moving frame 240 assembled in the vertical direction and the inclined support 250 to maintain the fastening state of the base 210 and the moving frame 240.
  • the base 210 is composed of a fixed base 220 fixed to the cage 100 and a movable base 230 slidably assembled with the fixed base 220, one side of the movable base 230.
  • the moving frame 240 is installed in the formwork 241 is installed in the form of adjusting the inclination assembled with the moving base 220 by the inclined support 250 can be constructed in the vertically accurate wall surface from the floor surface Make sure
  • the fixed base 220 has a pair of C-shaped steel 224 to be opposed to each other and the latch 221 is caught on the shoe on one side and the gap holding plate 222 on the other side of the rack gear 223 A part is formed to protrude upwards.
  • the movable base 230 is fixedly installed at a predetermined interval by a method such as welding a plurality of fixing plates 233 having an insertion groove 232 at the bottom in a state in which a pair of C-shaped steel 231 is opposed to each other, and moves to one side.
  • the first connector 234 is rotatably assembled to the lower part of the frame 240 and the rack gear 223 is engaged with the second connector 235 and the central part to which the inclined support 250 is rotatably assembled.
  • Being gear 236 is rotatably assembled inside a pair of C-shaped steel 231, the locking projection 237 is configured to protrude to the outside.
  • the fixed base 220 and the movable base 230 configured as described above insert the upper portion of the fixed base 220 into the insertion groove 232 of the movable base 230 to fix the gear 236 of the movable base 230.
  • the bottom surface of the C-shaped steel 231 of the movable base 230 is in close contact with the upper surface of the C-shaped steel 224 of the fixed base 220 while being engaged with the rack gear 223 of the base 220.
  • a wrench (not shown) is connected to the engaging protrusion 237 protruding to both sides of the gear 236, thereby manually rotating the gear 236 to move the base ( 230 is moved back and forth from the fixed base (220).
  • the rotation of the gear 236 can be driven manually through a wrench (not shown) as described above and in another embodiment automatically moves the gear 236 through a connection with a drive motor (not shown). Can be controlled.
  • the gangform 200 is fixed to the locking mechanism 221 protruding on one side of the fixed base 220 is fixed to the shoe 300 installed in the building shoe 300 to climb the climbing system at the top of the climbing system (1) It is firmly caught in) to prevent the fall and to ensure the stable driving of the gang foam (200).
  • Figure 10 is a view of the modified state of the building climbing system with improved structural stability according to the present invention is characterized in that the finishing cage having an extension footrest 410 for the finishing work of the building at the bottom of the cage 100 It is possible to shorten the entire air of the building by installing a separate 400 to install the temporary installation facilities for the external work of the building, there is a feature that can reduce the construction cost and construction period.
  • Figure 11 is a view showing a modified embodiment of the cage of the structural climbing system with improved structural stability according to the present invention in this embodiment by removing the configuration of the gangform of the climbing system configuration and constructing the climbing system with the cage only External finishing work of a person should be carried out.
  • FIG. 12 shows a modified form of the cage shown in FIG. 11, thereby forming an auxiliary cage 400 slidingly moving to both sides in the cage to expand the work space to a wider form, thereby making the exterior more efficient. It has a feature to secure a working space.
  • the climbing system 1 is configured by using the frame 10 woven to have a height corresponding to one layer or two layers or more, and a predetermined width and depth, thereby maintaining the weight. It can improve the problems of load during management and lifting, and provide a stable working environment according to the expansion of the work space by constructing the auxiliary work scaffold which is formed to the front side of the work scaffold. There is a feature that can be maintained in a stable installation state by tightening, in particular, by minimizing the protruding portion according to the assembling of the climbing rail is installed in front of the cage 100 to make the vertical movement more smoothly and stably in the state of engagement with the shoe By making it possible to improve the working environment stability and the risk of falling.
  • the movable base is connected to the fixed base fixedly fixed to the cage in a form capable of reversing backwards, so that each base is moved in a surface contact state, thereby preventing bias toward one side and Since the weight of the moving base is not transmitted, there is a feature that ensures stable movement.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Jib Cranes (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Movable Scaffolding (AREA)

Abstract

La présente invention concerne un système d'élévation de structure à stabilité structurelle améliorée et, plus spécifiquement, un système d'élévation de structure à stabilité structurelle améliorée, et à coffrage amélioré, le système permettant de réaliser de manière plus stable la fixation et la désolidarisation d'un série de coffrages du système d'élévation, sans secousse, ce qui permet un déplacement vertical lisse du système d'élévation, sans arrêt, afin d'assurer une stabilité structurelle, de façon à garantir un espace de travail d'un opérateur aussi large que possible à l'aide d'une plate-forme d'extension auxiliaire, ce système améliorant ainsi la stabilité de l'opérateur pendant son travail.
PCT/KR2018/004108 2017-04-11 2018-04-08 Système d'élévation de structure à stabilité structurelle améliorée WO2018190584A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US16/603,422 US20200149301A1 (en) 2017-04-11 2018-04-08 Architectual climbing system with improved structural stability

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2017-0046672 2017-04-11
KR1020170046672A KR101793403B1 (ko) 2017-04-11 2017-04-11 구조적 안정성이 향상된 건축용 클라이밍 시스템

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KR (1) KR101793403B1 (fr)
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CN111236639A (zh) * 2020-03-10 2020-06-05 中国五冶集团有限公司 一种免对拉螺栓的结构梁模板加固装置及方法
WO2020245185A1 (fr) * 2019-06-06 2020-12-10 Peri Gmbh Ensemble composé d'un rail grimpant et d'un rail de levage grimpant pour un système grimpant guidé sur rails
CN113502758A (zh) * 2021-08-31 2021-10-15 河南城建学院 一种桥梁施工用挂篮吊接装置
CN113775163A (zh) * 2021-09-28 2021-12-10 中国十七冶集团有限公司 一种分片液压式外爬架爬升系统及爬升方法

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DE102016205956A1 (de) * 2016-04-08 2017-10-12 Peri Gmbh Selbstklettersystem, Selbstklettereinheit sowie Verfahren zum Umsetzen einer solchen Selbstklettereinheit an einem Betonbaukörper
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