US20110171336A1 - Track-guided self-climbing shuttering system with climbing rail extension pieces - Google Patents

Track-guided self-climbing shuttering system with climbing rail extension pieces Download PDF

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Publication number
US20110171336A1
US20110171336A1 US12/736,221 US73622109A US2011171336A1 US 20110171336 A1 US20110171336 A1 US 20110171336A1 US 73622109 A US73622109 A US 73622109A US 2011171336 A1 US2011171336 A1 US 2011171336A1
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US
United States
Prior art keywords
climbing
rail
rails
concrete section
formwork system
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.)
Abandoned
Application number
US12/736,221
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English (en)
Inventor
Artur Schwoerer
Reinhold Holzmueller
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.)
Peri GmbH
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Peri GmbH
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Filing date
Publication date
Application filed by Peri GmbH filed Critical Peri GmbH
Assigned to PERI GMBH reassignment PERI GMBH ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: SCHWOERER, ARTUR
Publication of US20110171336A1 publication Critical patent/US20110171336A1/en
Abandoned legal-status Critical Current

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    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3505—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the in situ moulding of large parts of a structure
    • 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

Definitions

  • the invention relates to a rail-guided self-climbing formwork system in the building sector, with climbing rails guided in climbing shoes that are integrated into a scaffold unit, wherein the climbing shoes can be attached to a hardened concrete section and concrete sections, respectively, and the climbing rails are moveable, guided and held in the climbing shoes.
  • a large-area scaffold unit is additionally required so that the individual working processes necessary for a climbing procedure can be carried out without the use of a crane.
  • the length of the climbing rails is thus determined by the height of the f concrete sections, respectively, to be built and the required presence of a finishing platform in the case of higher concrete sections. The length of the climbing rails is therefore much greater than the height of the concrete section to be constructed.
  • FR 2487410 describes a rail-guided climbing formwork system attached to a concrete section, in which climbing rails guided in climbing shoes are integrated into a scaffold unit. In each case one climbing rail is guided in two of the climbing shoes.
  • the climbing rails are of a length that essentially corresponds to the height of the concrete section.
  • the climbing procedure of the climbing formwork system takes place based on climbing cylinders mounted on climbing shoes located higher up. The climbing procedure can only take place after concreting of a complete second concrete section.
  • the aim of the invention is to simplify the known rail-guided self-climbing formwork system in such a way that it can be used in a broader area of application.
  • Climbing shoe extension pieces which are shorter in length than the climbing rails, can be attached to the free ends of the climbing rails.
  • the at least two parallel climbing rails arranged at a distance from each other, must always be held each in at least two climbing shoes arranged on top of each other, and during the climbing procedure itself the climbing rails must, via climbing rail extension pieces attached to them, be further moved into a further third climbing shoe pair and held there before the first of the three pairs of climbing shoes arranged on top of the other is removed, in order, for example, to use this pair again as fourth climbing shoes above the third climbing shoes.
  • the climbing rail in question must have a minimum length that is significantly greater than a floor height to be concreted.
  • the climbing rails proper can be shortened so much that their total length does no longer project beyond a concrete section to constructed, i.e. the climbing rails are essentially of a length that corresponds to the height of the hardened concrete section on which the climbing rails are attached via climbing shoes.
  • a shortened climbing rail and pair of climbing rails, respectively, in accordance with the invention can already be used after completion of a first floor or a first concrete section.
  • the at least two climbing rail extension pieces are rigidly connected to the free upper ends of the climbing rails, so that during a climbing procedure the climbing rails can be introduced into climbing shoes which have been attached to the most recently constructed and hardened concrete section.
  • the climbing rail(s) is/are still held in two climbing shoes arranged underneath so that the climbing procedure can take place while ample safety is provided.
  • climbing rail extension pieces are then removed again from the upper end of the climbing rails if the climbing rails are held guided in two pairs of climbing shoes attached on top of each other.
  • the climbing rails are essentially of a length which corresponds to the height of a concrete section to be concreted or is shorter, respectively, than the height of concrete section to be constructed.
  • climbing rail extension pieces that are shorter in length than the climbing rails, can be attached in a detachable and/or pivoting manner.
  • the inventive self-climbing formwork system can already be used after completion of a first concrete section.
  • the climbing rail extension pieces are initially detached from the lower free ends of the climbing rails or attached thereto in a pivoted manner.
  • the climbing rails have to chosen to be so short that they are essentially of a length corresponding to the height of the concrete section.
  • the lower free ends of the climbing rails then do no longer collide with the ground on which the first concrete section is constructed or a floor ceiling which may be constructed below the first concrete section.
  • the climbing rail extension pieces are detachably and/or pivotably attached to the lower free ends of the climbing rails so that, for example, a finishing platform can be provided on it.
  • the climbing rail extension pieces are shorter than the height of a concrete section to be constructed. On the one hand, a desired manageability is thus achieved, and on the other hand, through the length of the climbing rail extension pieces, it is ensured that in each climbing procedure the thus extended climbing rail safely reaches the next climbing shoe and can be held there.
  • the length of the climbing rail extension pieces is preferably greater or equal to half the distance between two climbing shoes arranged directly on top of each other.
  • the climbing rail extension pieces are connected to the free ends of the climbing rails by means of locking pins, with simple structural means a rigid connection between the free ends of the climbing rails and the climbing rail extension pieces can be produced. At the same time a connection of this type can be rapidly and simply detached again, as after each completed climbing procedure the climbing rail extension pieces have to be removed from the climbing rails again, so that the external formwork and/or the internal formwork can be brought into a position in which the new concrete section is to be constructed.
  • each climbing rail extension piece can be connected by means of two locking pins to a free end of the climbing rail.
  • an articulated connection can be produced if only one locking pin is used, and if two locking pins, at a distance from each other, are used to connect a climbing rail with a climbing rail extension piece, a rigid connection is achieved between the climbing rail and the climbing rail extension piece.
  • a simplified structure of the rail-guided self-climbing formwork system according to the invention is assured if the climbing rails as well as the climbing rail extension pieces are assembled of two profile rails, which are held together at a distance from each other by means of supporting pins and, as the case may be, spacers, connecting pins.
  • This has the advantage that climbing rail extension pieces can be simply coupled to climbing rails designed in this way, and at the same time the arrangement envisaged in the climbing rail can be continued without interruption in a climbing rail extension piece by a sequence of supporting pins.
  • the rail-guided self-climbing formwork system has a scaffold unit on which a working platform and a finishing platform are formed.
  • the climbing rails are integrated into the scaffold unit.
  • An intermediate platform, as in the prior art, can be dispensed with in the embodiment of the self-climbing formwork system according to the invention. This considerably simplifies the entire rail-guided system.
  • a moveable external or internal formwork is envisaged on the working platform. If necessary, the said external or internal formwork can be moved on the working platform in such a way that on the one hand climbing shoes can be most easily attached to, or removed from, a hardened concrete section, on the working platform, and on the other hand, the external or internal formwork can be moved into a position on the working platform in which a further concrete section can be constructed.
  • Climbing cylinders can be mounted on the climbing shoes so that with the aid of these climbing cylinders the entire scaffold unit can be pushed upwards on completed concrete sections, or even pushed downwards, if required.
  • the climbing cylinders can be removed from the climbing shoes and mounted onto climbing shoes again in a higher or lower position.
  • the mounted climbing cylinders each engage, via a catch formed on the free end of a climbing cylinder, into supporting pins of the climbing rails and the climbing rail extension pieces, respectively. If the climbing cylinders are moved-out, the climbing rails with the climbing rail extension pieces are moved together with the entire scaffold unit.
  • components of a finishing platform are provided on the lower free ends of the climbing rail extension pieces, which with the other opposite ends are connected in an articulated manner with the lower free ends of the climbing rails.
  • FIG. 1 shows a side view of a rail-guided self-climbing formwork system, bearing an external formwork on a working platform, which can be displaced alongside of concrete sections with the aid of the rail-guided self-climbing formwork system;
  • FIG. 2 shows an enlarged side view of components of FIG. 1 ;
  • FIG. 3 shows a three-dimensional view of a climbing rail and a climbing rail extension piece and the mode of assembly thereof
  • FIG. 4 shows a three-dimensional view of a climbing rail extension piece
  • FIG. 5 shows a front view of a climbing rail extension piece in accordance with the invention
  • FIG. 6 shows a sequence of climbing procedures, divided into climbing sequences a) to e) with a rail-guided self-climbing formwork system in accordance with the invention, bearing an internal formwork on a working platform;
  • FIG. 7 shows a sequence of climbing procedures with a rail-guided self-climbing formwork system according to the invention in a climbing sequence a) to d) with a working platform bearing an external formwork and a scaffold unit also having a finishing platform.
  • 10 denotes a rail-guided self-climbing formwork system which, on a scaffold unit has a working platform 12 on which an external formwork 13 is erected.
  • the external formwork 13 can be moved on the working platform 12 in the direction of the arrow 14 .
  • a finishing platform 16 is also integrated into the scaffold unit and, like the working platform 12 , is attached to a climbing rail 18 .
  • Only a side view of the rail-guided self-climbing formwork system 10 is shown in the Figure which hides a further climbing rail 18 , which runs parallel to the shown climbing rail 18 and at a distance from climbing rail 18 . In this way the scaffold unit is held together by means of climbing rails 18 (prior art).
  • first climbing rail extension piece 20 mounted on the upper free end of climbing rail 18 .
  • second climbing rail extension piece 22 is attached.
  • the climbing rail 18 is guided and held in a moveable manner in climbing shoes 24 , 26 .
  • a climbing cylinder 28 mounted on the climbing shoe 26 is a climbing cylinder 28 , which on its free end has a catch 30 , which engages below a supporting pin 32 of the first climbing rail extension piece 20 .
  • Supporting pins 32 are arranged along the first climbing rail extension piece 20 and along the second climbing rail extension piece 22 and along the climbing rail 18 at predetermined intervals.
  • the climbing shoes 24 , 26 also have prior known catches which engage below the supporting pins 32 and can hold the climbing rails 18 and the climbing rail extension pieces 20 , respectively, in position.
  • the entire rail-guided self-climbing formwork system is held in the climbing shoes 24 , 26 by means of catches on which corresponding supporting pins 32 of the climbing rail 18 or the climbing rail extension piece 20 is suspended.
  • Climbing shoes 34 , 36 are attached to the concrete section via anchoring points 38 .
  • a first concrete section 40 a second concrete section 42 and a third concrete section 44 are shown. These concrete sections 40 , 42 , 44 are hardened and can bear the load of a rail-guided self-climbing formwork system 10 .
  • anchoring points 38 are provided via which the climbing shoes for the rail-guided self-climbing formwork system 10 can be attached.
  • ceiling sections 45 , 46 , 47 are also suggested, which delimit the respective concrete sections on one side.
  • FIG. 2 shows an enlarged side view of details of the second concrete section 42 and the third concrete section of FIG. 1 .
  • the ceiling section 46 is suggested.
  • Climbing shoes 26 and 34 are attached in the anchoring points 38 of the second and third concrete sections 42 , 44 .
  • Mounted in a known manner on the climbing shoe 26 is a climbing cylinder 28 which by means of catch 30 engages below a supporting pin 32 of the first climbing rail extension section 20 .
  • a climbing cylinder 28 which by means of catch 30 engages below a supporting pin 32 of the first climbing rail extension section 20 .
  • the first climbing rail extension piece 20 and along the climbing rail 18 supporting pins 32 are provided which can all be arranged from below by catches in the climbing shoes 26 and 38 .
  • the first climbing rail extension piece 20 is pushed into the free end of the climbing rail 18 and by means of locking pins 50 the first climbing rail extension piece 20 is rigidly connected to the climbing rail 18 .
  • the climbing rail 18 also carries the working platform 12 on which the external formwork 13 is attached in a moveable manner.
  • FIG. 3 shows a three-dimensional view of the climbing rail 18 and a first climbing-rail extension piece 20 as used in the rail-guided self-climbing formwork system 10 .
  • the climbing rail 18 is made up of two U-profiles.
  • Supporting pins 32 hold the U-profiles together on one side.
  • the length of the supporting pins 32 also determines the distance between the two U-profiles.
  • the supporting pins 32 are connected to the U-profiles at predetermined intervals over the entire length of the climbing rail 18 .
  • connection piece 48 Via the connection piece 48 the first climbing rail extension piece 20 can be pushed into the free end of the climbing rail 18 and rigidly connected there to the climbing rail 18 with locking pins 50 .
  • the locking pins 50 can be secured by spring pins 51 .
  • connecting pins 52 connect the U-profiles opposite each other.
  • the connecting pins 52 can correspond to the supporting pins 32 and guarantee the same spacing of the U-profiles from one another as defined by the supporting pins 32 .
  • FIG. 4 shows a further three-dimensional view of the first climbing rail extension piece 20 .
  • the connection piece 48 Via the connection piece 48 it is connected to a climbing rail and via the locking pins 50 the first climbing rail extension piece 20 is rigidly connected to a climbing rail.
  • the locking pins 50 are secured with the spring pins 51 .
  • the supporting pins 32 shown in the Figure can be engaged from below by catches on the climbing shoes and climbing cylinders, respectively.
  • FIG. 5 shows a front view of the first climbing rail extension piece 20 .
  • the supporting bolts 32 are visible and the locking bolts 50 are inserted on the connection piece 48 and secured with spring pins 51 .
  • FIG. 6 shows a highly schematic view of the sequence of the climbing procedure with the rail-guided self-climbing formwork system.
  • diagram section a two concrete sections 40 and 42 are shown.
  • the first concrete section 40 has been produced with a known wall formwork, and after the first concrete section 40 has hardened, the climbing shoes 24 and 26 are mounted on the first concrete section 40 .
  • the climbing rail 18 is then inserted into the climbing shoes 24 and 26 .
  • the climbing shoes 24 , 26 hold the climbing rail 18 and the scaffold unit connected therewith which, on working platform 12 , holds an inner formwork 13 ′ in a movable manner.
  • the climbing procedure is now started with the rail-guided self-climbing formwork system (diagram section b)) and the climbing cylinder 28 moved-out, after several cylinder strokes the free end of the first climbing rail extension piece 20 moves so far into the climbing shoe 34 until the catch of the climbing shoe 34 can support and engage a supporting pin of the first climbing rail extension piece 20 .
  • the climbing shoe 24 , 26 can support the entire scaffold unit during a climbing procedure, while the climbing cylinder 28 is moved-in for a new climbing shoe.
  • the weight of the entire self-climbing formwork system can be safely supported solely by the catches of the climbing shoe pairs 24 or 26 or 34 . Safe guiding of the climbing rails 18 always takes place via two climbing shoe pairs arranged vertically above each other.
  • the climbing cylinder 28 can then be moved-in and again brought into a new position in such a way that the catch of the climbing cylinder 28 can again engage a supporting pin of the first climbing-rail extension piece 20 or of climbing rail 18 . If the climbing cylinder 28 is then moved-out again, the entire rail-guided self-climbing formwork system climbs further upwards. As soon as the climbing rail 18 has climbed so far up that a further climbing rail extension piece 20 ′ can be mounted to the lower free end of the climbing rail 18 , the climbing rail extension piece 20 ′ is rigidly connected to the climbing rail 18 , through being attached to the climbing rail 18 by means of securing pins, for example.
  • the climbing sequence has progressed and the rail-guided self-climbing formwork system is in a position in which a third concrete section can be constructed.
  • the climbing rail 18 is held via the climbing shoes 34 and 36 as catches of the climbing shoes 34 , 36 engage below supporting pins of the climbing rail 18 .
  • the first climbing rail extension piece 20 can now be removed from the climbing rail 18 and the climbing rail extension piece 20 ′is also no longer required for guiding or securing the rail-guided self-climbing formwork system.
  • the climbing cylinder 28 can also be removed from the climbing shoe 26 .
  • the climbing shoe 26 is also unbolted from the first concrete section 40 .
  • section e the inner formwork 13 ′ is shown moved to the concrete section 42 so that a third concrete section can be constructed above the second concrete section 42 .
  • a ceiling section 45 by means of a ceiling formwork 53 and ceiling props 54 used for this. It is understood that for the climbing sequence shown in FIG. 6 a rail-guided self-climbing formwork system is also used simultaneously for the external formwork. This is not shown for the sake of clarity.
  • FIG. 7 shows a side view of a climbing sequence in four sequences a) to d) as performed by a working platform 12 and an external formwork.
  • the rail-guided self-climbing formwork system shown in FIG. 7 can be used as external formwork to construct the concrete sections, as shown in FIG. 6 .
  • the rail-guided self-climbing formwork system is fastened to the hardened first concrete section 40 by way of climbing shoes and 26 .
  • the second concrete section 42 has also been produced with the external formwork 13 .
  • the external formwork 13 has already been moved away from the hardened second concrete section 42 and the climbing shoes 34 and 36 have already been attached to the hardened second concrete section.
  • the first climbing rail extension piece 20 has been rigidly connected to the upper free end of the climbing rail 18 and on the lower free end of the climbing rail 18 a second climbing rail extension piece 22 is still held in an articulated manner on climbing rail 18 .
  • the second climbing rail extension piece 22 carries components of a finishing platform.
  • a climbing cylinder 28 is now mounted on climbing shoe 26 and the climbing procedure is initiated via the climbing cylinder 28 , the entire rail-guided self-climbing formwork system moves upwards along the concrete sections 40 , 42 and the finishing platform is automatically set up due to gravity. Via the working platform 12 and finishing platform 16 all work in the area of the rail-guided self-climbing formwork system can be carried out. In diagrams c) and d) the rail-guided self-climbing formwork system is moved further upwards until the external formwork 13 can be brought into position for a third concrete section. Via the working platform 12 the first climbing rail extension piece 20 can be removed and via the finishing platform 16 the climbing shoe 24 and climbing shoe 26 , respectively, can be dismantled as required insofar as they are separable shoes.
  • climbing rails 18 are guided in climbing shoes 24 , 26 , 34 , 36 , wherein the climbing rails are integrated into a scaffold unit.
  • the scaffold unit also comprises a working platform 12 and a finishing platform 16 which are also attached to the climbing rails 18 .
  • Climbing rail extension pieces 20 , 22 can be mounted on the free ends of the climbing rails 18 and rigidly attached there.
  • the climbing rail extension pieces 20 , 22 are shorter in length than the climbing rails 18 .

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
US12/736,221 2008-03-25 2009-03-21 Track-guided self-climbing shuttering system with climbing rail extension pieces Abandoned US20110171336A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102008015682A DE102008015682A1 (de) 2008-03-25 2008-03-25 Schienengeführtes Selbstkletterschalungssystem mit Kletterschienen-Verlängerungsstücken
DE102008015682.5 2008-03-25
PCT/DE2009/000380 WO2009117986A1 (fr) 2008-03-25 2009-03-21 Système de coffrage autogrimpant sur rails, muni de pièces de rallonge pour rail grimpant

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
PCT/DE2009/000380 A-371-Of-International WO2009117986A1 (fr) 2008-03-25 2009-03-21 Système de coffrage autogrimpant sur rails, muni de pièces de rallonge pour rail grimpant

Related Child Applications (1)

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US13/677,337 Continuation US8673189B2 (en) 2008-03-25 2012-11-15 Method for implementing a rail-guided self-climbing formwork system with climbing rail extension pieces

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US20110171336A1 true US20110171336A1 (en) 2011-07-14

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US12/736,221 Abandoned US20110171336A1 (en) 2008-03-25 2009-03-21 Track-guided self-climbing shuttering system with climbing rail extension pieces
US13/677,337 Active US8673189B2 (en) 2008-03-25 2012-11-15 Method for implementing a rail-guided self-climbing formwork system with climbing rail extension pieces

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US (2) US20110171336A1 (fr)
EP (2) EP2279310B1 (fr)
JP (1) JP5335889B2 (fr)
KR (1) KR101225811B1 (fr)
CN (2) CN102016199A (fr)
AU (1) AU2009229528B2 (fr)
CA (1) CA2718609C (fr)
DE (1) DE102008015682A1 (fr)
ES (2) ES2447867T3 (fr)
HK (1) HK1147536A1 (fr)
RU (1) RU2459058C2 (fr)
WO (1) WO2009117986A1 (fr)

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US20130248681A1 (en) * 2008-01-22 2013-09-26 Dayton Superior Corporation Jump Form System
US20130263549A1 (en) * 2012-04-04 2013-10-10 Helmark Steel, Inc. Safety screen system for steel erection work
US8714306B2 (en) 2011-03-29 2014-05-06 ULMA CyE, S. Coop. Perimetric protection system for buildings undergoing construction
CN103806645A (zh) * 2014-02-18 2014-05-21 广东信海建筑有限公司 一种具有良好抗风防火性能的轻型智能液压爬模装置
US20150129359A1 (en) * 2013-11-12 2015-05-14 Ulma C Y E, S. Coop Self-climbing scaffold system in construction works of buildings and self-climbing method
US9422732B2 (en) * 2014-04-28 2016-08-23 Ted Gower Slidable barriers
US20160305138A1 (en) * 2015-04-15 2016-10-20 Ronald A. Bullock Construction safety net support apparatus
US9963889B2 (en) * 2013-12-17 2018-05-08 Shenzhen Techen Technology Co., Ltd Sealed and integrated climbing scaffold and method for using the same
WO2018223144A1 (fr) * 2017-06-02 2018-12-06 Zitting James Système et procédé d'automatisation de coffrage glissant vertical dans une construction en béton
CN110388048A (zh) * 2019-07-16 2019-10-29 中交一公局第二工程有限公司 一种液压爬模装置
US20200095785A1 (en) * 2016-12-23 2020-03-26 Peri Gmbh Climbing device having a climbing rail

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CN102134914B (zh) * 2011-02-17 2012-05-23 三一重工股份有限公司 建筑机械爬升装置及其自爬升方法、导向座和布料杆
KR101050493B1 (ko) * 2011-04-18 2011-07-21 명보산공 주식회사 수직 거푸집 지지용 거푸집지지 조립체를 설치하기 위한 매립 콘 장치, 이를 이용한 거푸집지지 조립체의 설치구조, 및 이를 이용한 수직 콘크리트 부재의 시공방법
KR101312400B1 (ko) * 2012-02-08 2013-09-27 현대알루미늄(주) 거푸집 고정수단이 구비된 안전작업발판 구조
JP5990427B2 (ja) * 2012-08-02 2016-09-14 鹿島建設株式会社 昇降式型枠の耐風補強方法
FI10031U1 (fi) * 2012-09-10 2013-03-26 Pohjolan Design Talo Oy Seinäteline
ES2589585T3 (es) * 2013-04-09 2016-11-15 Meva Schalungs-Systeme Gmbh Sujeción para un patín de guía de un sistema trepante para encofrados de hormigón
CN103342269B (zh) * 2013-07-11 2016-03-30 中建三局建设工程股份有限公司 一种超高层施工电梯的附着机构及顶升方法
KR101604994B1 (ko) 2014-01-10 2016-03-21 주식회사 엔텍이엔지 추락방지 장치
CN103711308B (zh) * 2014-01-17 2016-05-04 上海建工集团股份有限公司 工具式钢柱支撑钢平台爬升系统及其使用方法
CN103967263B (zh) * 2014-05-23 2016-04-20 北京市建筑工程研究院有限责任公司 液压自动爬升卸料平台
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WO2009117986A8 (fr) 2009-12-17
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AU2009229528B2 (en) 2011-07-14
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RU2010143426A (ru) 2012-04-27
US20130318888A1 (en) 2013-12-05
CN102016199A (zh) 2011-04-13
KR20100123737A (ko) 2010-11-24
CA2718609C (fr) 2013-06-04
US8673189B2 (en) 2014-03-18
RU2459058C2 (ru) 2012-08-20
ES2447867T3 (es) 2014-03-13
ES2599427T3 (es) 2017-02-01
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HK1147536A1 (en) 2011-08-12
KR101225811B1 (ko) 2013-01-23
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AU2009229528A1 (en) 2009-10-01
EP2725166A1 (fr) 2014-04-30

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