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WO2003097493A1 - Systeme d'echafaudage - Google Patents

Systeme d'echafaudage Download PDF

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Publication number
WO2003097493A1
WO2003097493A1 PCT/SG2002/000078 SG0200078W WO03097493A1 WO 2003097493 A1 WO2003097493 A1 WO 2003097493A1 SG 0200078 W SG0200078 W SG 0200078W WO 03097493 A1 WO03097493 A1 WO 03097493A1
Authority
WO
WIPO (PCT)
Prior art keywords
assembly
scaffolding
support
support portions
members
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.)
Ceased
Application number
PCT/SG2002/000078
Other languages
English (en)
Inventor
Wei Fern Choo
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to US10/513,644 priority Critical patent/US20050217934A1/en
Priority to CNA028289250A priority patent/CN1625517A/zh
Priority to JP2004505233A priority patent/JP4163177B2/ja
Priority to AU2002258340A priority patent/AU2002258340B2/en
Priority to PCT/SG2002/000078 priority patent/WO2003097493A1/fr
Priority to KR1020020037008A priority patent/KR20020062259A/ko
Priority to MYPI20022678A priority patent/MY129307A/en
Publication of WO2003097493A1 publication Critical patent/WO2003097493A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

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
    • 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
    • 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
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls
    • 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
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • 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
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • 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
    • E04G5/06—Consoles; Brackets

Definitions

  • the present invention relates to scaffolding for supporting platforms, walkways, and formwork, and in particular the present invention relates to scaffolding for the building and construction industry.
  • scaffolding systems are used during the construction and/or maintenance of large structures, for example buildings, silos, ships, monuments and dams etc. Scaffolding is erected generally on the outside of such structures, however, internal use is not uncommon. The scaffolding, once erected, provides practical access to areas of the structure that would otherwise be difficult, if not impossible to reach. Generally, such areas are at a height beyond the reach of practical ladder and platform access. Such systems allow tradespeople to work at heights above a ground or base construction level safely and effectively, and also allow the safe storage and placement of trades materials.
  • the traditional systems are commonly erected from the ground upwards, whereby upright poles are supported on the ground and interconnected via a network of cross-members and/or platforms to give stability and rigidity to the framework arrangement.
  • a network of cross-members and/or platforms to give stability and rigidity to the framework arrangement.
  • the traditional form of scaffolding is fixed to the structure and cannot be moved without substantial, if not total disassembly.
  • One system known in the art is a detachable 'jump' or 'hanging' scaffolding system.
  • the scaffolding is erected to a limited height extent and anchored in situ to the structure.
  • the scaffolding can be detached from the structure and hoisted one unit at a time by crane to the required new height.
  • Each scaffolding unit is then reset and re-attached to the structure at the new height.
  • Such systems are only able to accommodate scaffolding units of an area approximately 3 to 4 metres square due to the limiting practicalities in lifting and moving large sections of unitary scaffolding by crane.
  • Such systems are employed in urban or built up areas having limited clearance or safety zones.
  • any lifting, moving and refixing operations necessarily need to take into account the prevailing weather conditions up until the scaffolding is safely refixed.
  • During poor weather conditions, for example high winds or limited visibility it is impractical and unsafe to have a large scaffolding unit suspended in free space from a crane. Re-attachment would also prove difficult and may be considered dangerous in such circumstances.
  • Due to the aforementioned impracticalities in moving sections of such a system the units need to be smaller than would otherwise be desirable, therefore requiring a larger number of the units, and correspondingly a greater number of crane movements or additional cranes to move them.
  • a high number of scaffolding units, along with the associated problems in moving such units has implications of increased construction time and costs along with an additional safety risk associated with moving the units in free space by crane.
  • the present invention provides a scaffolding system including; a scaffold assembly including a plurality of elongate members, said members including support portions; a plurality of brackets for mounting directly or indirectly to a structure, said brackets including retaining means for releasably retaining said elongate members in a lengthwise upright orientation when mounted to a structure, and supporting means for supporting at least part of the weight of said elongate members; guides for guiding the assembly during raising and/or lowering of the assembly relative to the structure; and a moving means separate from the scaffold assembly, the moving means being connected to the scaffold assembly via a tie element for raising and/or lowering the assembly; and wherein, the supporting means are arranged to allow passage of said support portions during raising of the assembly but prevent passage of said support portions during lowering of the assembly to thereby support said assembly.
  • a scaffolding system including; a scaffold assembly including a plurality of elongate members, said members including support portions; a plurality of brackets for mounting directly or indirectly to a structure, said brackets including retaining means for releasably retaining said elongate members in a lengthwise upright orientation when mounted to a structure, and supporting means for supporting at least part of the weight of said elongate members; and guides for guiding the assembly during raising and/or lowering of the assembly relative to the structure; and wherein, the supporting means are adapted to independently allow passage of said support portions when acted upon by the support portions during raising of the assembly, and the supporting means are adapted to independently prevent passage of said support portions during lowering of the assembly to thereby support said assembly.
  • the present invention provides a scaffolding system that reduces the problems of positioning and fixing movable scaffolding assemblies associated with the aforementioned prior art systems.
  • a scaffolding system including; a scaffold assembly including a plurality of elongate members, said members including support portions; a plurality of brackets for mounting directly or indirectly to a structure, said brackets including retaining and guiding means for releasably retaining and guiding said elongate members in a lengthwise upright orientation when mounted to a structure, and supporting means for supporting at least part of the weight of said elongate members; and wherein, the supporting means are arranged to allow passage of said support portions during raising of the assembly but prevent passage of said support portions during lowering of the assembly to thereby support said assembly; and wherein each retaining and guide means includes at least one pair of cooperating opposed pivotable arms, each arm including a slot portion whereby each pair of cooperating arms retain therebetween a portion of an elongate member and allow the assembly to be slidably guided during raising and/or lowering.
  • the present invention provides a scaffolding system that reduces the problems of positioning and fixing movable scaffolding assemblies associated with the aforementioned prior art systems.
  • each elongate member is a beam or rail of regular cross section, for example U, I, H, square, or round etc. thus facilitating smooth positioning of the assembly.
  • the guide means are integral of the brackets. More preferably the guide means and retaining means of each bracket are also integrated. Thereby reducing the number of components required, and thus saving materials and production, assembly costs. Also, the construction of the brackets is simplified.
  • the integrated guide and retaining means are provided as one or more pairs of pivotable arms arranged to pivot to a locked position for retaining each elongate member and an unlocked position for releasing said elongate member, thus providing a simple yet effective clamping arrangement.
  • the supporting means includes an arm pivotably attached to the bracket and a stop means, such that the arm may pivot to allow passage of a support portion during raising of the assembly, but prevent return of the support portion by interaction of the stop means with a portion of the bracket.
  • the supporting means advantageously provides a convenient 'one way' valve or ratchet type arrangement.
  • each elongate member may be provided by one or more pins, bolts, or combinations thereof, which can be arranged to pass through and be retained in apertures formed in each elongate member.
  • pins, bolts, bars or combinations thereof may be removable or permanently fixed, thus providing simple yet effective support for the assembly.
  • the brackets are constructed for mounting to a structure by one or more bolts, adhesives, anchor means, or combinations thereof, for example by through slab, through beam or embedded beam/slab anchoring, thus providing convenient and practical means for mounting to a structure, and thereby retaining the assembly.
  • the system includes a means for raising and/or lowering the assembly, for example, a crane, hydraulic or electrically driven actuators, which may be jacks or rams etc.
  • a means for raising and/or lowering the assembly for example, a crane, hydraulic or electrically driven actuators, which may be jacks or rams etc.
  • the system may further include formwork means, for example, bracket and panel assemblies for mounting to the system such that concrete or other related construction materials can be utilised to form walls or other constructional arrangements in situ.
  • formwork means for example, bracket and panel assemblies for mounting to the system such that concrete or other related construction materials can be utilised to form walls or other constructional arrangements in situ.
  • the scaffolding assembly is modular and can be preassembled before being attached to any of the brackets.
  • the scaffolding assembly extends to cover an area 10 metres wide by
  • the upright elongate members of the scaffolding assembly include connected U section beams, preferably connected 'back to back", and the scaffolding assembly further includes cross-members interconnecting said beams to form a framework.
  • the scaffolding assembly further includes one or more platform members for supporting persons and/or materials.
  • the scaffolding assembly advantageously provides a safe working/storage position supported on the brackets.
  • the present invention advantageously provides a method which permits positioning of a scaffolding assembly that alleviates the aforenoted problems associated with the prior art, for example, due to poor weather conditions e.g. strong winds.
  • the method further includes the step of releasably mounting the scaffolding assembly to brackets provided on a structure prior to method step (a), thus allowing flexibility during erection of the system and therefore movement of the assembly. More preferably the method further includes the step of pre-assembling the scaffolding assembly prior to mounting to the structure such that the present invention envisages the positioning of modular or unitary scaffolding systems.
  • the support portions are arranged to act on the support means to move the support means out of their path, and said support means return under the force of gravity to block said path to allow the support portions thereafter to rest on the support means.
  • the method includes raising and supporting the assembly via a one way valve or ratchet arrangement, thereby simplifying the steps of supporting the assembly.
  • Figure 1a shows a first bracket according to one embodiment of the present invention mounted to a lower level of a building under construction.
  • the scaffolding assembly in this embodiment, is yet to assembled in unitary form and retained by the bracket.
  • Figure 1b shows a side view of the scaffolding system according to one embodiment of the present invention retained by the bracket of Figure 1a at a lower level of a portion of a building under construction.
  • Figure 1c shows a side view of the scaffolding system as shown in Figure 1b with the assembly retained at a second level bracket prior to raising the assembly.
  • Figure 1d shows another side view of the scaffolding system as shown in Figure 1b though raised to the next higher level of construction using one embodiment of the method according to the present invention.
  • Figures 2a to 2f show the sequence of moving and repositioning the scaffolding assembly relative to one of the brackets according to an embodiment of the present invention.
  • Figure 3a shows a bracket according to one embodiment of the present invention with retaining means for retaining a portion of the scaffold assembly.
  • Figure 3b shows the bracket of Figure 3a with a portion of the scaffolding assembly supported thereon.
  • the phrase 'scaffolding assembly' refers to the arrangement of upright elongate rail members that are interconnected by cross-members, platforms and/or formwork etc forming a framework for mounting to a structure.
  • a side view of one form of the assembly is shown in Figures 1b to 1d. It will be appreciated that the elongate members may be joined end to end depending on the overall length, and thus height of the assembly, required. Multiple elongate members are interconnected laterally with respect to one another cross-members etc to form a unitary or modular scaffolding assembly of a pre-selected width or to suit a particular situation e.g. a structure having unusual exterior wall angles.
  • Figure 1a shows a first bracket 3 of the scaffolding system 1 of the present invention mounted to a lower level 4 of a building under construction.
  • the bracket is shown in a through beam anchoring arrangement, though through slab and embedded beam/slab anchoring arrangements are also envisaged.
  • Figure 1b shows an assembled scaffolding assembly 2 extending upwards of the ground surface 5 and spanning the height of the first, lower level 4 and a second, higher level 6, of a structure. The assembly is retained at the first level 4 by the bracket 3. Since the second higher level is shown under construction no bracket is yet provided.
  • the scaffold assembly consists of a multiple of upright elongate members 7 joined together and interconnected to form a unitary framework. Working platforms 8 and cross-members 9 help to give rigidity and strength to the framework of the assembly 2.
  • Figure 1c shows a second, higher level bracket 3 mounted to the building at the second higher level 6 of construction.
  • the assembly 2 is shown here also retained by the bracket 3 at the second level 6.
  • the third and highest level 10 depicted in the drawings is shown under construction. This is the level to which the topmost platform 8 needs to be raised to in order for the scaffold assembly 2 to be useful without requiring extension.
  • the assembly is shown in Figure 1d raised to the third higher level 10.
  • the base of the assembly has subsequently been raised off of the ground surface 5 and the assembly clamped in place by retaining means.
  • the retaining means are in this instance incorporated into the brackets 3.
  • Work may now be carried out at the higher level 10 currently under construction. No scaffolding materials are wasted at ground level and access may still be gained to the lower 4 and second level 6 by trades-people. Thereafter a further bracket may be added to the highest level and the assembly 2 raised further.
  • the extent to which the scaffolding system can reach is in practice only limited by the highest level of construction and the lifting capacity of the lifting means employed, for example the reach or weight limit of a crane.
  • FIGS. 2a to 2f show the sequence of operation of one embodiment of the brackets 3 and assembly support means.
  • the bracket 3 is shown in each view 2a to 2f mounted to a level of the structure. Mounting is in this instance is by the through-beam anchor arrangement 24.
  • the bracket 3 includes a support means in the form of a pivotably mounted arm 25.
  • the arm 25 is shown pivotably connected at an inboard end thereof to the bracket 23.
  • the outboard end is adapted to include a bracket for engagement with a support pin of the elongate member 22.
  • the arm also includes a stop means (not shown) for engagement with the body of the bracket 23 when in a horizontal position. The stop means prevents the outboard end of the arm from pivoting below the horizontal position.
  • bracket 23 may include support means for the elongate member 22 which may do so depending on the particular arrangement required.
  • the outboard end of the arm 25 is arranged to support a rail pin 27a inserted through an aperture 26 of the elongate member 22, thereby the elongate member 22 is supported by the bracket via the arm and pin 27a. Should one pin 27a fail, one or more additional pins 27b may be positioned above the first so as to provide saving support for the elongate member 22.
  • Figure 2a shows an elongate lengthwise upright member in the form of a rail of regular section 22 of the scaffold assembly 2.
  • the rail 22 includes a plurality of apertures 26 along its length. Support portions in the form of rail pins 27 are shown. The lowermost pin 27 rests on and is supported by contact with the arm 25.
  • Figures 2a to 2f show only one of the support arrangements, however, it should be understood that in practice there would be multiple brackets supporting the scaffold assembly over a substantial area of the exterior or interior of a structure. It will be apparent to the skilled addressee that the term construction may refer to a complete building, or a building under construction.
  • the scaffolding system of the present invention is applicable to buildings and constructions, it may also be used in relation to any large structure, for example, ships, dams, monuments, pylons etc. In fact wherever a known system may be used the system of the present invention may also find application. Furthermore, the 'drag and drop' nature of the present invention permits access to various difficult structure arrangements, for example offset building levels or cantilever beams.
  • a means for raising the assembly 2 (not shown) is attached to the assembly 2 and the assembly is raised to the next level of construction.
  • Each pin 27 is caused to engage the underside of the arm 25 of the next highest bracket, preferably at the next level of the structure, though brackets may be mounted at any point on the structure which provides convenient location for supporting the assembly.
  • contact with the outboard end of the arm causes the arm 25 to pivot about the pivot point at the inboard end of the arm 25.
  • the arm thereby permits the support portion of the elongate member 22 i.e. the pin 27 passage to continue upwards (see figure 2d).
  • the pin 27 has passed the point of furthest extent of the outboard end of the arm, the arm returns to its original horizontal position by gravity.
  • Figure 3a shows a bracket of one embodiment of the present invention with an arm supporting means interposed between one pair of pivotably mounted opposed cooperating jaws 32a, 32b.
  • Figure 3b shows one particular embodiment of the bracket 23 for retaining a portion of the scaffolding assembly of the system of the present invention.
  • the bracket 35 shown is arranged for mounting to a structure via a backplate 36.
  • the bracket includes two pairs of cooperating pivotable arms 32a, 32b and 33a (not shown), 33b.
  • the uppermost set of arms 32a, 32b are shown in an open, unlocked position, whilst the lowermost set 33a, 33b are shown in a closed, retaining position.
  • Each pivotable arm includes a slot for engagement with a flange portion of a longitudinally upright elongate member 31 of the scaffolding assembly.
  • the elongate member 31 shown includes a pair of U shaped beams joined in a spaced relationship by joining plates 35.
  • the supporting means for example, the arm 25 of Figures 2a to 2f is interposed between the two U channel members 34a, 34b of the elongate member 31.
  • the support portion is shown in the form of a pin 36 inserted through aligned apertures of the two channels 34a, 34b.
  • the pin 36 rests on, and is supported by, the arm 23, thereby supporting the elongate member 31 of the assembly 2.
  • An additional pin 37 provides supplementary support in the event of failure of the first pin 36.
  • the arm and pin arrangement thereby provides a convenient one way valve or ratchet mechanism for supporting the assembly.
  • each pivotable arm pivots on a bolt 37 through a portion of the bracket 30.
  • the scaffolding assembly 2 cannot be displaced from the brackets during raising/lowering operations due to the retaining means of each bracket 23 holding the assembly 2.
  • the modular scaffolding assembly 2 can be 'dragged' up to the next required level of construction of a structure and lowered onto the support pins 36until the whole assembly 2 is supported at the higher level. Therefore, advantageously there is no delay time in waiting for favourable wind/weather conditions or in assembling costly and complex hydraulic jacks/rams systems.
  • the assembly can be provided with high strength wire mesh coverings, heavy duty safety nets, metal deckings, metal toeboards, access staircases and debris platforms to enable work to be carried smoothly, safely and efficiently.

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

Abstract

L'invention concerne un système d'échafaudage et un procédé pour déplacer un ensemble échafaudage (2) dudit système. Le système comprend un ensemble échafaudage muni de plusieurs éléments allongés (7, 31) présentant des parties de soutien; plusieurs équerres (3, 23) qui se fixent directement ou indirectement à une structure, lesdites équerres (3, 23) étant munies de moyens de retenue qui retiennent de manière libérable lesdits éléments dans le sens vertical, en longueur, lorsqu'elles sont fixées à la structure; et des moyens de support (25, 32) qui soutiennent au moins une partie du poids desdits éléments; et des guides servant à guider les éléments lors du repositionnement de l'ensemble sur la structure. Les guides servent à guider les éléments (7, 31) pendant l'élévation et/ou l'abaissement de l'ensemble (2); et les moyens de support (25, 32) sont arrangés de façon à permettre le passage desdites parties de soutien (27, 36) pendant l'élévation de l'ensemble (2), mais à empêcher le passage desdites parties de soutien (27, 36) pendant l'abaissement de l'ensemble (2). On atténue ainsi les problèmes connus dans l'état de la technique, grâce à un système plus simple et plus efficace qu'on peut déplacer plus facilement, même par mauvais temps.
PCT/SG2002/000078 2002-05-06 2002-05-06 Systeme d'echafaudage Ceased WO2003097493A1 (fr)

Priority Applications (7)

Application Number Priority Date Filing Date Title
US10/513,644 US20050217934A1 (en) 2002-05-06 2002-05-06 Scaffolding system
CNA028289250A CN1625517A (zh) 2002-05-06 2002-05-06 脚手架系统
JP2004505233A JP4163177B2 (ja) 2002-05-06 2002-05-06 足場システム
AU2002258340A AU2002258340B2 (en) 2002-05-06 2002-05-06 Scaffolding system
PCT/SG2002/000078 WO2003097493A1 (fr) 2002-05-06 2002-05-06 Systeme d'echafaudage
KR1020020037008A KR20020062259A (ko) 2002-05-06 2002-06-28 레일 브래킷 조립체 및 이를 이용한 수직 이동형 비계
MYPI20022678A MY129307A (en) 2002-05-06 2002-07-15 Scaffolding system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/SG2002/000078 WO2003097493A1 (fr) 2002-05-06 2002-05-06 Systeme d'echafaudage

Publications (1)

Publication Number Publication Date
WO2003097493A1 true WO2003097493A1 (fr) 2003-11-27

Family

ID=29546684

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SG2002/000078 Ceased WO2003097493A1 (fr) 2002-05-06 2002-05-06 Systeme d'echafaudage

Country Status (7)

Country Link
US (1) US20050217934A1 (fr)
JP (1) JP4163177B2 (fr)
KR (1) KR20020062259A (fr)
CN (1) CN1625517A (fr)
AU (1) AU2002258340B2 (fr)
MY (1) MY129307A (fr)
WO (1) WO2003097493A1 (fr)

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EP1899548A1 (fr) 2005-06-29 2008-03-19 Peri Gmbh Patin grimpant separable d'un coffrage grimpant
US8708100B2 (en) * 2005-06-29 2014-04-29 Peri Gmbh Rail-guided climbing system
CN104847102A (zh) * 2015-05-26 2015-08-19 中国建筑第五工程局有限公司 附着式升降脚手架在建筑外墙内收段的附墙方法及其装置

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DE102005030332A1 (de) * 2005-06-29 2007-01-04 Peri Gmbh Angelenkter Kletterschuh einer Kletterschalung
DE102005030335A1 (de) * 2005-06-29 2007-01-04 Peri Gmbh Kletterzylinder einer Selbstkletterschalung
DE102006026201B4 (de) * 2006-06-06 2008-04-10 Doka Industrie Gmbh Selbstklettersystem
KR101062138B1 (ko) * 2009-10-29 2011-09-05 금강공업 주식회사 가설대 조임 장치 및 방법
KR100970257B1 (ko) * 2009-12-15 2010-07-16 한일통신 주식회사 연결고정구
PL2365159T3 (pl) * 2010-03-05 2013-07-31 Ulma C Y E S Coop Samowznoszący, obwodowy system zabezpieczania dla prac budowlanych w budynkach
US9033106B2 (en) * 2012-01-04 2015-05-19 Lawrence Blinn Safety barrier netting system
GB2510879B (en) * 2013-02-18 2015-06-24 Ischebeck Titan Ltd Climbing screen system
GB2510880B (en) * 2013-02-18 2015-06-24 Ischebeck Titan Ltd Climbing screen
US9963889B2 (en) * 2013-12-17 2018-05-08 Shenzhen Techen Technology Co., Ltd Sealed and integrated climbing scaffold and method for using the same
US10465401B2 (en) * 2015-04-15 2019-11-05 Ronald A. Bullock Construction safety net support apparatus
KR102069702B1 (ko) * 2018-09-14 2020-01-23 주식회사 선진알씨에스 건물 벽체 공사용 클라이밍 장치
CN112096049B (zh) * 2020-09-17 2022-02-08 四川大太阳建筑科技有限公司 一种建筑物外墙爬架连墙件的施工方法

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EP1899548A1 (fr) 2005-06-29 2008-03-19 Peri Gmbh Patin grimpant separable d'un coffrage grimpant
US8708100B2 (en) * 2005-06-29 2014-04-29 Peri Gmbh Rail-guided climbing system
US8714512B2 (en) 2005-06-29 2014-05-06 Peri Gmbh Devisible climbing shoe of a climbing formwork
CN104847102A (zh) * 2015-05-26 2015-08-19 中国建筑第五工程局有限公司 附着式升降脚手架在建筑外墙内收段的附墙方法及其装置

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AU2002258340B2 (en) 2008-11-20
JP4163177B2 (ja) 2008-10-08
JP2005524792A (ja) 2005-08-18
AU2002258340A1 (en) 2003-12-02
US20050217934A1 (en) 2005-10-06
CN1625517A (zh) 2005-06-08
KR20020062259A (ko) 2002-07-25

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