EP0034819A2 - Echafaudage mobile - Google Patents

Echafaudage mobile Download PDF

Info

Publication number
EP0034819A2
EP0034819A2 EP81101223A EP81101223A EP0034819A2 EP 0034819 A2 EP0034819 A2 EP 0034819A2 EP 81101223 A EP81101223 A EP 81101223A EP 81101223 A EP81101223 A EP 81101223A EP 0034819 A2 EP0034819 A2 EP 0034819A2
Authority
EP
European Patent Office
Prior art keywords
scaffold
frame
formwork
roller
scaffolding
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.)
Granted
Application number
EP81101223A
Other languages
German (de)
English (en)
Other versions
EP0034819A3 (en
EP0034819B1 (fr
Inventor
Norbert Peters
Günter Knop
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.)
STREIF AG
Original Assignee
STREIF AG
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 STREIF AG filed Critical STREIF AG
Priority to AT81101223T priority Critical patent/ATE5429T1/de
Publication of EP0034819A2 publication Critical patent/EP0034819A2/fr
Publication of EP0034819A3 publication Critical patent/EP0034819A3/de
Application granted granted Critical
Publication of EP0034819B1 publication Critical patent/EP0034819B1/fr
Expired legal-status Critical Current

Links

Images

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
    • 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

Definitions

  • the invention relates to a displaceable scaffold that can be anchored to a vertical wall surface, in particular to a building wall, and that can be moved to the desired height on the building in accordance with the construction progress.
  • Such scaffolds are also referred to as climbing scaffolds in the field of construction technology, since they climb up from floor to floor height on the building wall by moving.
  • Post-processing must be done. If necessary, formwork can be placed on such a scaffold at a corresponding point, which formally has a formwork foot that rests on the scaffold. If such formwork has to be pulled off the wall surface created, it has hitherto been customary to remove the formwork from the scaffolding, for example using a crane.
  • a displaceable scaffold is known from US-A-2 142 651, which can be anchored to a vertical building wall and which has scaffolding frames which are arranged parallel to one another and each provided with at least one guide device and have frame stems which can be moved in the longitudinal direction on the wall side.
  • Continuous guide rails are provided as guide means for this scaffold, which are supported by angles on the parapet reveals of openings arranged precisely one above the other in a building wall.
  • the guide rails are additionally held by support frames which are arranged in the area of the openings in the wall surface.
  • the support frames sit on the floor ceilings and are connected to them by cunning, which go through the floor ceiling.
  • a pawl coupling With the help of a pawl coupling, the scaffold is guided parallel to the guide rail and the pawl holds the scaffold at the desired height on the guide rail.
  • a lifting device is attached to the guide rail, which has a chain hoist and a chain.
  • the pawl coupling is released from its locking position in the guide and the scaffold then hangs with its entire weight on the lifting device above the chain hoist.
  • the invention aims to develop a relocatable scaffold of the type outlined in the preamble of claim 1 (see US-A-2 142 651) such that the scaffold is reliable and safe as well as fast and convenient regardless of the weather, in particular regardless of the wind conditions can be implemented without great effort in connection with a lifting device, for example a crane.
  • a lifting device for example a crane.
  • such an interpretation should be made that one on the Scaffolding located formwork can be easily removed from the wall surface of a building using the design of the displaceable scaffold essential to the invention and can remain on the scaffold when the same is moved.
  • brackets are assigned to each frame arm of the scaffold frame in the displaceable scaffold according to the invention. These brackets are releasably attached to the vertical wall surface in the longitudinal direction of the frame stem at a predetermined distance from one another such that each frame stem is surrounded by play with at least two brackets. Accordingly, in the displaceable scaffold according to the invention, the frame post is only guided at two points in its longitudinal extent. This results in a significant simplification with regard to the guidance of the scaffold and the scaffold frame, since only individual holders serving as guides are anchored to a vertical wall surface of the structure need to be. Because these mounts on Because the dead weight is not too low and easy to handle and anchor, the preparatory work for moving the scaffold according to the invention is also simplified.
  • one of the brackets can be easily removed from the scaffold from the vertical wall surface and reassembled at a corresponding distance from the other bracket if the scaffold is to be moved - the individual brackets must therefore always be used again when moving, so that one does not have to keep too many different individual parts on site for the displaceable scaffold according to the invention.
  • the scaffold is not only simplified in terms of its structure, but also more cost-effective.
  • a rope is used for power transmission, which can be connected at one end to the lifting device, such as, for example, on a crossbar or a crane.
  • This rope runs over at least two rollers on the scaffold and is attached to a holder at the other end.
  • a first roller is rotatably mounted on the frame arm of the scaffold and a second horizontally at a distance therefrom on the frame frame.
  • this design according to the invention also allows the scaffolding to be moved safely even in strong winds and bad weather, since the scaffolding is held parallel to the wall surface by at least one holder and by means of the rope on another holder via the frame handle. Even in an intermediate position during the transfer process, the scaffold cannot swing or swing freely on the lifting device, since it is always held on the vertical wall surface with the aid of the rope.
  • a pawl coupling is arranged in the holder, into which the scaffold automatically engages after being moved. After the automatic engagement, a noticeable increase in the tensile load takes place on the rope hanging on the lifting device, which is attached, for example, to the crossbar of a crane, in that the rope inclination towards the wall increases. As a result of this increase in load, the crane operator notices without further ado that the scaffold is engaged in its predetermined position on the desired next holder, so that the scaffold can also be made without direct eye contact between the crane operator and the transfer point.
  • the stroke of the scaffold per unit of time is also halved in the invention, so that longer lifting times are achieved, this is precisely what is desired because the scaffold should be slowly brought out of the holders in order to avoid damage.
  • the scaffold according to the invention is simple in design, but is nevertheless sufficiently stable and requires little maintenance.
  • the pawl coupling according to claim 2 has a pivotable pawl which is preloaded into its locking position in which it is engages in the scaffolding. So that the pawl can be moved away from the movement path of the scaffold when the scaffold is moved, the pawl automatically swivels in the direction of the holder when the scaffold moves and then automatically returns to its locked position by the preloading force of the preloading device after the scaffold has been released , so that the scaffold can automatically snap back into the pawl coupling at the end of the transfer process.
  • the free end of the pawl is beveled in the direction of the holder.
  • This pivoting movement of the pawl during the transfer process is expediently limited by means of a support plate on the holder, so that the preloading device always reliably maintains a sufficient restoring force on the pawl in the direction of its locking position.
  • the pawl preferably works together with a support on the frame arm of the frame, which rests on the pawl in its locking position.
  • This support can be formed, for example, by a web on the frame handle, with a further support, of course, also expediently in the form of a web, being designed according to the distance between two holders on the frame handle.
  • a receiving space is expediently excluded below the support.
  • Such a design is particularly expedient in the case of one-piece frame supports made of tubular profile material and enables a support on the scaffold to be designed in a simple manner in terms of production technology. If the support is designed as a web, it is also resistant to impact loads, which could possibly occur when the scaffold is put down abruptly.
  • a socket pin is provided in the holder, to which one end of the rope can be attached.
  • This plug pin is detachable for easy insertion of the rope end.
  • this plug pin is correspondingly secured against unintentional loosening after the cable end has been inserted.
  • the rope is held on the socket pin with the aid of centering disks, for example, reliably in a vertical plane in which the axis of a hole provided in the bracket lies , which is used to attach the bracket to the vertical wall surface. In this way, a favorable introduction of force via the holder into the vertical wall surface is achieved at the same time.
  • the upper head end of the frame handle is bevelled accordingly and has funnel-shaped guide surfaces.
  • the guide device on the scaffold frame is designed as a guide roller. This means that only rolling friction and no sliding friction can be overcome when moving the scaffolding.
  • this guide roller also allows the end position of the scaffold to be recognized by the crane driver without direct eye contact after being moved, since this guide roller on the scaffold frame is then located in the space between the pawl and the plug pin, and against a lifting movement by the lifting device pushes the socket pin and therefore offers a noticeable resistance to the lifting movement. Even if the transfer operation is carried out carelessly, this design ensures that the scaffold is pressed against the wall surface when moving over the end position prescribed per se when moving.
  • a limitation in the form of a stop is expediently provided before the horizontal withdrawal movement of the formwork, which advantageously cooperates with the formwork foot in such a way that it snaps into this movement limitation device and is held by it.
  • This also makes it possible that the formwork firmly anchored to the movement limiting device can be moved together with the scaffold. In this way, the preparatory work necessary for the formwork can also be considerably simplified. If the building wall is not vertical, these additional rollers on the formwork can also be arranged at different distances from the outer surface of the formwork, so that the formwork remains in the desired inclined position even when the scaffolding is being moved.
  • the rope is expediently secured to all rollers. If the rope remains on the scaffold according to the invention, it only needs to be attached to the corresponding holder and to the lifting device, if necessary, be it to remove the formwork or to move the scaffold. The rope is therefore always on hand on the scaffolding.
  • the scaffold shown in FIGS. 1 and 2 has at least two scaffolding frames R arranged parallel to one another, which each have a wall-side frame handle S. Frequently, more than two scaffold frames R are arranged parallel to one another. Further details regarding the construction of the scaffolding are not necessary at this point, since they can be designed according to the respective purpose and circumstances.
  • a working platform of the scaffold is designated. This is the lower work platform of the scaffold.
  • a plurality of brackets 5, 6 and 8 are anchored to a vertical wall surface, which is formed, for example, by a building wall 11.
  • the frame arm S is assigned in its longitudinal extent at least two brackets, in Fig. 1 the brackets 6 and 8 and in Fig. 2, the brackets 8 and 5. In Fig.
  • a second position of the scaffold designated overall by 9, is drawn in broken lines in FIG. 1, which the scaffold occupies when it is approximately halfway through from one storey height to the other. Slightly below the bracket 8 or at a distance from the head end of the frame handle S, a first roller 4 is rotatably mounted on the frame handle. Horizontal in one Distance from this first roller 4, a second roller 3 is rotatably mounted on the frame R, which is approximately at the height of the first roller 4, but is preferably slightly above it.
  • a cable 2 is fastened, which represents a power transmission device and the other end of which is fastened to a lifting device, such as a crane.
  • the rope 2 runs, starting from the end fastened to the lifting device in the crossmember of a crane, around the second roller 3 via the first roller 4 to the holder 5.
  • pawls indicated which are arranged in the holder and which will be discussed in more detail below. At least two rope pieces 2 are expediently provided for each scaffold, which expediently remain on the scaffold regardless of the displacement.
  • a guide roller 31 is indicated as the guide device in FIG.
  • the bracket 5 is first attached at an appropriate distance from the bracket 8.
  • the bracket 6 is removed from the working platform 7 from the working platform 7 and mounted at the predetermined location above the bracket 8 whenever the cable 2 is attached to the lifting device for the purpose of moving.
  • internal threaded sleeves are screwed onto the formwork at a predetermined distance, which are correspondingly anchored in the shut-off room.
  • the anchorage can also be achieved by welding them to the existing reinforcement.
  • the pawl 20 is pivoted in the area of the bracket 8 in the direction of the building wall 11, so that the frame arm S is released from its locking position with the pawl 20, but is nevertheless guided by the bracket 8, which surrounds the frame handle S with play.
  • the lifting device is then actuated until the upper end of the frame arm S automatically engages in the pawl 20 of the holder 5 and in the corresponding pawl of the holder 8 in the end position, which is shown in FIG. 2.
  • the scaffold is continuously guided through the holder 8. Now the rope 2 is released from the lifting device and a transfer process is ended. If the scaffold is to be lowered in the opposite direction, ie downwards, the above-mentioned work steps are carried out in the reverse order.
  • the scaffold rolls on the structure wall 11 only without constraint if the two rollers 3 and 4 are arranged on the scaffold in such a way that they are approximately the same distance from the line of gravity of the scaffold. Under these conditions, the scaffold remains approximately in a vertical position during the movement and there are fewer in the area of the guides of the brackets 5, 6, 8 creates horizontal forces.
  • the additional bracket 5 to be attached, which is required for fixing, is also accessible from the work platform of the scaffold and is expediently mounted from there.
  • the cable 2 remains after detaching from the lifting device on the scaffold and the frame R, and before the next transfer process is carried out, the end of the cable 2 fastened in the holder 5 only needs to be loosened and attached to one to be fastened, not shown above, to support the structural wall 11.
  • the rollers 3 and 4 are designed such that the slack rope 2 remains reliably in the rollers 3 and 4.
  • the roller 3 is not rigidly installed, but is expediently adjustable in the plane of the frame structure R, which is indicated schematically in Fig. 1 with 33. 33 with a plate is designated, which carries various holes in which the journal of the roller 3 can be used. With this adjustability of the roller 3 it is achieved that the scaffold is always held in the desired position even if there are dirt, additional protective devices, structures such as formwork, tools in the course of the construction progress or the like the weight of the scaffold changes.
  • a design form of a holder 5, 6, 8 is explained in more detail with reference to FIGS. 3 to 6.
  • the brackets generally designated 5, 6 and 8 in FIGS. 1 and 2 expediently have a matching structure.
  • such a holder has C-shaped parts 12 which are arranged at a certain distance from one another and are connected by means of a base plate 13, for example by welding. Attached to this are 14-marked guide parts which, as indicated in broken lines in FIG. 3, engage around the wall-side frame stem S on the flanges 32 while maintaining play, which expediently consists of C-shaped profile parts 18.
  • FIGS. 3 and 4 in the upper region of the holder, ie above the base plate 13, there is a socket pin 15 which carries centering disks 16.
  • This socket pin 15 is provided with a self-locking lock 19, which forms a safeguard against unintentional loosening.
  • One end of the cable 2 is attached to this plug pin. If, as shown in Fig. 4, the plug pin 15 is arranged in the upper region of the holder, it is easily accessible if it has to be removed or detached to attach the cable 2. Before removing the plug pin 15, the self-locking lock 19 unlocked and the plug pin 15 can be removed from its bearings in the C-shaped parts 12 of the bracket. For this it is sufficient that only one end of the plug pin 15 is raised so far that the cable eyelet attached to the end of the cable 2 can be pushed onto the plug pin 15.
  • a bore 17 can also be seen, which is provided in the base plate 13 approximately in the middle.
  • a fastening means such as a screw is inserted through this bore 17, which is then screwed, as mentioned above, into an inner sleeve of the building wall 11, for example.
  • the centering disks 16 are therefore provided on the plug pin 15 in such a way that the end of the cable 2 is held in a vertical plane in which the axis of the bore 17 also lies. If the rope 2 is not in this plane, a moment could be generated which would result in unfavorable constraints, so that the holder and the fastening means could rotate in the bore 17.
  • a diagonally arranged nut shown in FIGS. 3 and 4 serves to anchor a formwork anchor in order to pull in a formwork 27 arranged on the uppermost scaffold level more easily, which will be explained in more detail below with reference to FIGS. 7 and 8.
  • the pawl clutch K has two adjacent pawls 20, which are pivotally mounted in the C-shaped parts 12 of the holder.
  • the pawls 20 are by means of a biasing means 24, such as a spring j in the direction of its blocking position, biased as shown in Fig. 5 in the re dotted and denoted by K circuit is ze IGT.
  • a support plate 22 is provided, on which the pawls 20 rest when the pawls 20 are pivoted against the preloading force of the preloading device 24 out of the engagement area of the frame handle S.
  • the two pawls 20 are pivotally mounted about a common axis 21.
  • a receiving space 10 is recessed, so that the pawl 20 engages under a support 23 in its locked position, which is provided on the frame arm S. It is possible that this receiving space 10 passes from support to support 23 on the frame handle S.
  • the frame handle S only one can be used as the receiving space 10 Provide an opening of sufficient size that the pawls swing freely into their locking position, in which they engage under the support 23. As shown in Fig. 5, the free end of each pawl 20 is conveniently chamfered down towards the bracket. This design ensures that the support 23 passes the pawl 20 during the transfer in such a way that it is pivoted only by a small angle. This then increases the preloading force of the preloading device 24, such as a spring, so that the pawl 20 is automatically returned to the blocking position after the support 23 has passed when a recessed receiving space 10 is reached. 5 that the support 23 is a web, for example.
  • the upper head end of the frame handle S is provided with a guide surface 35 which is formed in the form of an oblique pyramid inclined to the building wall 11. With the help of this guide surface 35, the frame handle S can be inserted more easily into the holder 5, 6, 8.
  • the C-shaped guide parts 14 are also laterally and funnel-shaped with oblique guide surfaces in the rear grip.
  • the pawl clutch K has two pawls 20, which are designed as independent twins for safety reasons, so that if a pawl 20 fails, at least the second one still fulfills the necessary function to fix the scaffold in its respective position.
  • formwork 27 which has a working platform 29, is arranged on the uppermost platform of the scaffold.
  • two further rollers 25 and 26 are provided at a distance.
  • the rope 2 remaining on the frame is guided around these rollers 25 and 26 following the second roller 3.
  • the formwork 27 also has a formwork foot 28 which rests on the uppermost working platform. If the cable 2 is pulled using a lifting device indicated schematically above, the vertically acting tensile force is deflected in the horizontal direction onto the radiation 27 in such a way that the formwork 27 is removed from the building wall 11 in the horizontal direction, ie perpendicular to the building wall.
  • rollers 25 and 26 like the rollers 3 and 4, are also provided with devices which hold the cable 2 in the respective roller 3, 4, 25 and 26 even in its slack state.
  • the displaceable stop 34 for the formwork 27 is arranged in such a way that the formwork 27 can only be pulled off to a desired width in which the horizontal forces in the brackets 6, 8 are smallest. This avoids constraining forces and the additional long-term forces that this entails.
  • the stop 34 can cooperate with the formwork foot 28 in the form of a plug-in connection, a snapper or a latch, which works automatically or can be operated by hand.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)
  • Forklifts And Lifting Vehicles (AREA)
EP81101223A 1980-02-21 1981-02-20 Echafaudage mobile Expired EP0034819B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81101223T ATE5429T1 (de) 1980-02-21 1981-02-20 Versetzbares geruest.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3006491A DE3006491C2 (de) 1980-02-21 1980-02-21 Versetzbares, an einem Bauwerk verankertes Gerüst
DE3006491 1980-02-21

Publications (3)

Publication Number Publication Date
EP0034819A2 true EP0034819A2 (fr) 1981-09-02
EP0034819A3 EP0034819A3 (en) 1982-04-14
EP0034819B1 EP0034819B1 (fr) 1983-11-23

Family

ID=6095191

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81101223A Expired EP0034819B1 (fr) 1980-02-21 1981-02-20 Echafaudage mobile

Country Status (3)

Country Link
EP (1) EP0034819B1 (fr)
AT (1) ATE5429T1 (fr)
DE (2) DE3006491C2 (fr)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995006177A1 (fr) * 1993-08-20 1995-03-02 Guangxi No. 1 Construction Engineering Company Echafaudage elevateur
US6030713A (en) * 1994-07-01 2000-02-29 Ciba Specialty Chemicals Corp. Electrical or electronic components encapsulated with liquid epoxy resins containing a mixture of wollastonite and calcite fillers
KR20020062259A (ko) * 2002-05-06 2002-07-25 웨이 펀 츄 레일 브래킷 조립체 및 이를 이용한 수직 이동형 비계
WO2007000136A1 (fr) * 2005-06-29 2007-01-04 Peri Gmbh Patin grimpant separable d'un coffrage grimpant
WO2007000135A1 (fr) * 2005-06-29 2007-01-04 Peri Gmbh Support mobile pour un patin grimpant d'un coffrage grimpant
WO2007000139A1 (fr) * 2005-06-29 2007-01-04 Peri Gmbh Systeme grimpant guide sur des rails
DE102006029653A1 (de) * 2006-06-28 2008-01-10 Doka Industrie Gmbh Hubplattform und Verfahren zum Aufbauen einer Hubplattform
EP2180118A1 (fr) 2008-10-21 2010-04-28 Sistemas Técnicos De Encofrados, S.A. Plate-forme mobile en tant que support pour banchage de murs verticaux et similaires
CN101440660B (zh) * 2007-11-22 2010-09-01 唐继忠 一种导轨式附着升降脚手架
US20110171336A1 (en) * 2008-03-25 2011-07-14 Artur Schwoerer Track-guided self-climbing shuttering system with climbing rail extension pieces
EP2487130A1 (fr) 2011-02-14 2012-08-15 Siemens Aktiengesellschaft Protection statique contre les chutes pour un ascenseur à plateforme et ascenseur à plateforme en étant équipé
US8413949B2 (en) * 2005-06-29 2013-04-09 Peri Gmbh Climbing shoe in the building sector
US9303418B2 (en) * 2005-06-29 2016-04-05 Peri Gmbh Climbing cylinder of self-climbing formwork
WO2019192946A1 (fr) * 2018-04-03 2019-10-10 Peri Gmbh Système auto-grimpant à entraînement par l'intermédiaire d'un moyen d'entraînement rotatif et procédé pour faire fonctionner un système auto-grimpant
CN111335612A (zh) * 2020-05-09 2020-06-26 中建四局第三建设有限公司 一种预制混凝土装配式建筑外围护结构挂板悬挑脚手架型钢及架体保险与卸荷装置
CN111794493A (zh) * 2020-07-29 2020-10-20 河南贵凯建筑机械设备有限公司 附墙式防倾、防坠支座

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016205956A1 (de) * 2016-04-08 2017-10-12 Peri Gmbh Selbstklettersystem, Selbstklettereinheit sowie Verfahren zum Umsetzen einer solchen Selbstklettereinheit an einem Betonbaukörper
CN106836146B (zh) * 2017-03-21 2022-08-09 中国葛洲坝集团三峡建设工程有限公司 液压自升悬臂重型拱坝模板工作平台
EP3470602A1 (fr) * 2017-10-10 2019-04-17 DOKA GmbH Coffrage et procédé d'érection d'une structure en béton
CN111350339A (zh) * 2020-03-13 2020-06-30 宁夏绿筑集成科技有限公司 一种装配式建筑外墙施工作业用装置
CN113482315B (zh) * 2021-08-27 2022-06-17 南昌市凯华建筑工程有限公司 一种新型承插式自适应层高爬架
CN114923618B (zh) * 2022-07-22 2022-10-14 中建六局华南建设有限公司 用于测量附着式升降脚手架的附着力的视频测量系统
CN117588030A (zh) * 2023-12-11 2024-02-23 中建四局第一建设有限公司 一种超高附着式升降脚手架辅助爬升系统

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2142651A (en) * 1937-11-16 1939-01-03 Michelson Max Scaffolding
ZA697680B (en) * 1969-10-31 1971-01-27 Gkn Mills Ltd Apparatus suitable for use in the moulding of concrete
DE2217584C3 (de) * 1972-04-12 1981-02-05 Peri-Werk Artur Schwoerer Kg, 7912 Weissenhorn Kletterschalung für eine Betonwandschalung
DE2814930C2 (de) * 1978-04-06 1986-07-03 Peri-Werk Artur Schwörer GmbH & Co KG, 7912 Weißenhorn Klettergerüst

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995006177A1 (fr) * 1993-08-20 1995-03-02 Guangxi No. 1 Construction Engineering Company Echafaudage elevateur
US6030713A (en) * 1994-07-01 2000-02-29 Ciba Specialty Chemicals Corp. Electrical or electronic components encapsulated with liquid epoxy resins containing a mixture of wollastonite and calcite fillers
AU2002258340B2 (en) * 2002-05-06 2008-11-20 Wei Fern Choo Scaffolding system
KR20020062259A (ko) * 2002-05-06 2002-07-25 웨이 펀 츄 레일 브래킷 조립체 및 이를 이용한 수직 이동형 비계
WO2003097493A1 (fr) * 2002-05-06 2003-11-27 Wei Fern Choo Systeme d'echafaudage
US8714512B2 (en) 2005-06-29 2014-05-06 Peri Gmbh Devisible climbing shoe of a climbing formwork
US8413949B2 (en) * 2005-06-29 2013-04-09 Peri Gmbh Climbing shoe in the building sector
US9303418B2 (en) * 2005-06-29 2016-04-05 Peri Gmbh Climbing cylinder of self-climbing formwork
WO2007000135A1 (fr) * 2005-06-29 2007-01-04 Peri Gmbh Support mobile pour un patin grimpant d'un coffrage grimpant
WO2007000136A1 (fr) * 2005-06-29 2007-01-04 Peri Gmbh Patin grimpant separable d'un coffrage grimpant
RU2369703C1 (ru) * 2005-06-29 2009-10-10 Пери Гмбх Разборная подъемная колодка
RU2370606C1 (ru) * 2005-06-29 2009-10-20 Пери Гмбх Подъемная система с направляемыми рельсами
US8708100B2 (en) 2005-06-29 2014-04-29 Peri Gmbh Rail-guided climbing system
WO2007000139A1 (fr) * 2005-06-29 2007-01-04 Peri Gmbh Systeme grimpant guide sur des rails
DE102006029653B4 (de) * 2006-06-28 2009-02-12 Doka Industrie Gmbh Hubplattform und Verfahren zum Aufbauen einer Hubplattform
US9212026B2 (en) 2006-06-28 2015-12-15 Doka Industrie Gmbh Lifting platform and method for setting up a lifting platform
DE102006029653A1 (de) * 2006-06-28 2008-01-10 Doka Industrie Gmbh Hubplattform und Verfahren zum Aufbauen einer Hubplattform
CN101440660B (zh) * 2007-11-22 2010-09-01 唐继忠 一种导轨式附着升降脚手架
US20110171336A1 (en) * 2008-03-25 2011-07-14 Artur Schwoerer Track-guided self-climbing shuttering system with climbing rail extension pieces
EP2180118A1 (fr) 2008-10-21 2010-04-28 Sistemas Técnicos De Encofrados, S.A. Plate-forme mobile en tant que support pour banchage de murs verticaux et similaires
EP2487130A1 (fr) 2011-02-14 2012-08-15 Siemens Aktiengesellschaft Protection statique contre les chutes pour un ascenseur à plateforme et ascenseur à plateforme en étant équipé
WO2019192946A1 (fr) * 2018-04-03 2019-10-10 Peri Gmbh Système auto-grimpant à entraînement par l'intermédiaire d'un moyen d'entraînement rotatif et procédé pour faire fonctionner un système auto-grimpant
US20210032886A1 (en) * 2018-04-03 2021-02-04 Peri Gmbh Self-climbing system with drive via a circulating drive means and method for operating a self-climbing system
US12163343B2 (en) 2018-04-03 2024-12-10 Peri Se Self-climbing system with drive via a circulating drive means and method for operating a self- climbing system
CN111335612A (zh) * 2020-05-09 2020-06-26 中建四局第三建设有限公司 一种预制混凝土装配式建筑外围护结构挂板悬挑脚手架型钢及架体保险与卸荷装置
CN111794493A (zh) * 2020-07-29 2020-10-20 河南贵凯建筑机械设备有限公司 附墙式防倾、防坠支座

Also Published As

Publication number Publication date
DE3006491A1 (de) 1981-08-27
ATE5429T1 (de) 1983-12-15
DE3006491C2 (de) 1983-01-05
EP0034819A3 (en) 1982-04-14
DE3161463D1 (en) 1983-12-29
EP0034819B1 (fr) 1983-11-23

Similar Documents

Publication Publication Date Title
EP0034819B1 (fr) Echafaudage mobile
DE2814930C2 (de) Klettergerüst
DE102006026201B4 (de) Selbstklettersystem
EP4234840B1 (fr) Procédé de connexion sécurisée auto-activable d'une console d'escalade avec un dispositif d'ancrage et une console d'escalade
DE102017202264A1 (de) Klettervorrichtung zum Absenken einer Kletterschiene und Verfahren zum Absenken einer Kletterschiene
EP3440286B1 (fr) Colonne de fixation
DE2217584C3 (de) Kletterschalung für eine Betonwandschalung
CH656171A5 (de) Verfahren zum zusammenbau und ausschalen einer deckenschalung fuer betonierarbeiten sowie ausruestung zur durchfuehrung des verfahrens.
WO2008128937A1 (fr) Sabot de guidage et combinaison d'un sabot de guidage avec un profilé d'escalade
EP0245704B1 (fr) Etai d'acier réglable en hauteur pour des coffrages de plafond et similaires
DE10243356A1 (de) Zerlegbares Gerüst
DE3114602C2 (fr)
DE19928574C2 (de) Arbeitsbühne
DE69917448T2 (de) Abbruchverfahren für gebäude und vorrichtung zur anwendung
DE10351257B4 (de) Anordnung eines Deckentisches einer Betonschalung unterhalb einer Betondecke sowie Vorrichtung und Verfahren zum Versetzen des Deckentischs
AT524232B1 (de) Absturzsicherung für bewehrte erde
DE3605045A1 (de) Vorrichtung mit einem haltearm zum halten einer an einem gebaeude herabhaengenden last
DE3810359C2 (de) Kraftfahrzeug-Drehleiter mit Fahrkorb, insbesondere Feuerwehrdrehleiter
EP3854964A1 (fr) Procédé de liaison sécurisée automatiquement activée d'une console grimpante dotée d'un dispositif d'ancrage, système de fixation d'une console grimpante, console grimpante sur un dispositif d'ancrage et support de plaques de coffrage
DE68904091T2 (de) Leiterfahrkorb.
CH693103A5 (de) Vorrichtung zur Sicherung von Masten.
DE2517227B1 (de) Vorrichtung zur montage von vorhangwaenden
DE102004039470A1 (de) Betonschalungsschloss und Betonschalelement
DE3428678A1 (de) Vorrichtung zum halten eines umfangsseitigen schalbretts einer deckenschalung
DE7123892U (de) Befestigungsvorrichtung fuer geruestkonsolen

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Designated state(s): AT BE CH DE FR GB IT LU NL SE

17P Request for examination filed

Effective date: 19810825

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Designated state(s): AT BE CH DE FR GB IT LU NL SE

ITF It: translation for a ep patent filed
GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Designated state(s): AT BE CH DE FR GB IT LI LU NL SE

REF Corresponds to:

Ref document number: 5429

Country of ref document: AT

Date of ref document: 19831215

Kind code of ref document: T

REF Corresponds to:

Ref document number: 3161463

Country of ref document: DE

Date of ref document: 19831229

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19840229

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19841101

26N No opposition filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19890131

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19890202

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19890203

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19890208

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 19890213

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 19890214

Year of fee payment: 9

ITTA It: last paid annual fee
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19890228

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19890418

Year of fee payment: 9

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Effective date: 19900220

Ref country code: AT

Effective date: 19900220

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19900221

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Effective date: 19900228

Ref country code: CH

Effective date: 19900228

Ref country code: BE

Effective date: 19900228

BERE Be: lapsed

Owner name: STREIF A.G.

Effective date: 19900228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Effective date: 19900901

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee
GBPC Gb: european patent ceased through non-payment of renewal fee
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Effective date: 19901031

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

EUG Se: european patent has lapsed

Ref document number: 81101223.6

Effective date: 19901107