• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    1514616 Climbing wall shuttering COIGNET SA 25 May 1976 [5 June 1975] 21661/76 Heading E1S Climbing wall shuttering is supported by framework units each including a support frame 2 with a cantilevered upper portion 10 and a frame 3 which is adjustable towards or away from frame 2, said frames each carrying the shuttering panel, 20 or 24, for one face of the wall, and being movable upwards together by reaction against brackets 39 fixed to the wall, and each carrying a catwalk assembly 12 or 28. In the preferred embodiment, hydraulic cylinders 14 act between a bracket 39 and a pivot 13 on an upright frame member. 4 of the frame 2, the member 4 being guided by brackets 39 fixed to each wall section via holes formed by tie bolts 56 used to hold the shuttering panels together. Wedging surfaces 16, 16' prevent too much movement of members 4 relative to surfaces 45 of the brackets, and the movable bearing arms 17 are provided to bear the frame weight before the bottom brackets are moved up into a new position. Each catwalk assembly comprises catwalks pivoted to upright frame members along one edge and to bars e.g. 31 at the other edge, the pivoting movement of the catwalks being adjusted by, e.g. device 32, and limited by a strut 21. Each bracket 39 is fixed to a slotted tie rod 41 by a wedge 42 which can be removed to move the bracket up ready for a new pour.
    公开号:SU878205A3
    申请号:SU762367258
    申请日:1976-06-04
    公开日:1981-10-30
    发明作者:Фужа Бернар
    申请人:Куане С.А. (Фирма)；
    IPC主号:
    专利说明:

    The invention relates to the construction and can be used in the construction of concrete and reinforced concrete walls. The known mobile formwork for the erection of reinforced concrete walls, including formwork panels with stop devices and the mechanism of vertical movement of formwork panels HZ. The known formwork does not allow concrete walls of varying thickness, and also requires the use of a special supporting structure serving as a guide for formwork boards. significantly limits the scope of its application. The purpose of the invention is the expansion of the technological capabilities of the formwork. This goal is achieved by the fact that movable formwork for maintaining reinforced concrete walls, including formwork boards with abutment devices and a mechanism for vertical movement of formwork panels, is equipped with a supporting frame made of beams and racks, one of which is fixed on the gel movably, with a formwork vertical movement mechanism The ycTaijo is fixed on a fixed stand, and the horizontal movement mechanism of the movable stand is mounted on the bolt. In this case, the mechanism for the vertical movement of the formwork is made in the form of a hydraulic cylinder. The mechanism for horizontal movement of the movable rack is formed in the form of two closed hinge four-bearing units connected by a common adjusting device. Each rack is equipped with a working scaffold. Figure 1 shows the formwork on the erected wall f in figure 2 - a mobile formwork when erecting an inclined concrete wall, general view. The mobile formwork includes formwork shields 1, a support frame from bolt 2 with a fixed stand 3 and a movable stand 4. On a fixed stand there is a mechanism for vertical movement of the formwork in the form of a hydraulic cylinder 5 with a rod 6, on which the head 7 is fixed, cooperating with the lugs 8 of the erected wall 9, A winch 10 is installed on the movable stand 4 to correct the position of one of the shuttering boards 1 and the working platforms 11. The bolt 2 is equipped with a movable stand 4 moving mechanism made in the form of two closed pivots There are four fixed bridges 12 with a handle 13. On a fixed rack, working platforms 14 are reinforced. To connect the opposing shuttering boards 1, we use straps 15, which are installed at two levels along the height of the embroidery.
    The device works as follows.
    The boards 1 are placed in the working position, connected with the strings 15 and the concrete mixture is placed in the space between them. ,
    After the concrete mixture hardens, the concrete structure is dismantled, for which the ends of the struts 15 are freed from the shields 1 and by a winch 10 one of the shields is detached from the concrete surface. Then, using the head 7, which interacts with one of the lugs 8, the formwork is moved upward by one step of the hydraulic cylinder 5 and the operations for mounting the formwork boards and concreting are repeated. When it is necessary to change the thickness of the erected wall, the mechanism 12 for moving the movable rack and the winch 10 are used.
    The proposed mobile formwork makes it possible to erect sloping and vertical walls, as well as walls with changes in height and slope.
    权利要求:
    Claims (4)
    [1]
    1. Movable formwork for erection of reinforced concrete walls, including formwork panels with resistant devices and a mechanism for vertical movement of formwork panels, in contrast to the fact that, in order to expand technological capabilities, it is equipped with a support frame made of re-gel and pillars, one of which mounted on the girder movably, with a mechanism for vertical movement of the formwork mounted on a fixed rack, and a mechanism for horizontal movement of the mobile, rack mounted on the girder.
    [2]
    2. Formwork pref.1, characterized in that each rack is equipped with working scaffolds.
    [3]
    3. The form board is pop. 1, characterized in that the mechanism for the vertical movement of the formwork is performed in the form of a hydraulic cylinder.
    [4]
    4. Formwork according to claim 1, about t l. And the reason is that the mechanism for horizontal movement of the movable stitch is made in the form of two closed hinge four-bearing elements connected by a common adjusting device.
    Sources of information taken into account in the examination
    1. For the application of the Federal Republic of Germany No. 1932517, cl. E 04 G 11/02, 1975 (prototype).
    12
    13
    类似技术:
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    SU1081319A1|1984-03-23|Sliding forms
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    SU773230A1|1980-10-23|Three-dimensional block form
    SU419608A1|1974-03-15|LIFTING AND SHUTTING FORMWORK
    JP3303218B2|2002-07-15|Reconstruction method
    SU659709A1|1979-04-30|Device for erecting tall structures from monolithic reinforced concrete
    SU1101532A1|1984-07-07|Sliding forms for constructing structures using reinforced blocks
    SU1516590A1|1989-10-23|Formwork for concreting solid walls
    SU857399A1|1981-08-23|Travelling sectional forms
    SU1025837A1|1983-06-30|Forms for concreteting ribbed floor slabs
    同族专利:
    公开号 | 公开日
    ZA763063B|1977-08-31|
    DE2622840C2|1983-10-13|
    ES448543A1|1977-07-01|
    US4060358A|1977-11-29|
    DE2622840A1|1976-12-16|
    FR2313520B1|1979-04-27|
    IT1061721B|1983-04-30|
    GB1514616A|1978-06-14|
    FR2313520A1|1976-12-31|
    CH606702A5|1978-11-15|
    JPS527137A|1977-01-20|
    JPS5937386B2|1984-09-10|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US3222750A|1961-08-21|1965-12-14|Kaiser Ind Corp|Intermittent vertical sliding form panel device|
    FR1325094A|1962-03-17|1963-04-26|Entpr De Genie Civil Et Travau|Method and device for the construction of conical or hyperbolic refrigerants in reinforced concrete of large dimensions|
    US3521336A|1965-04-10|1970-07-21|Gleitschnellbau Gmbh|Guide assemblage for sliding shuttering for building concrete structures|
    US3472477A|1967-01-16|1969-10-14|Paul Juhl|Support bracket for concrete forms|
    ZA697680B|1969-10-31|1971-01-27|Gkn Mills Ltd|Apparatus suitable for use in the moulding of concrete|
    FR2119153A5|1970-12-22|1972-08-04|Gle Entreprises|
    DE2125422C3|1971-05-21|1979-09-13|Dyckerhoff & Widmann Ag, 8000 Muenchen|Climbing formwork for erecting tower-like reinforced concrete structures|
    DE2140543A1|1971-08-12|1973-02-22|Siemens Bauunion Gmbh|CLIMBING FORMWORK FOR THE PRODUCTION OF STRAIGHT OR CURVED REINFORCED CONCRETE WALLS|
    GB1469142A|1973-03-07|1977-03-30|Enor Nominees Pty Ltd|Climbing jack|
    US3908793A|1974-11-01|1975-09-30|Chicago Bridge & Iron Co|Adjustable metal scaffold|DE2759088C2|1977-12-30|1985-06-20|Philipp Holzmann Ag, 6000 Frankfurt|Climbing scaffold with climbing formwork for the production of a reinforced concrete wall|
    DE2814930C2|1978-04-06|1986-07-03|Peri-Werk Artur Schwörer GmbH & Co KG, 7912 Weißenhorn|climbing frame|
    DE2921636C2|1979-05-28|1982-09-09|Hünnebeck GmbH, 4030 Ratingen|Device with lifting device for climbing on a wall|
    FR2535768B1|1982-11-09|1985-10-04|Gen Ind Entreprise|CLIMBING FORMWORK SYSTEM WITH VARIABLE GEOMETRY FOR THE EXECUTION OF CONCRETE SAILS|
    WO1984004127A1|1983-04-19|1984-10-25|Kisuezemi Innovacios Iroda|Self propelled scaffold for buildings, cable tensioner and method for building and/or maintaining high buildings|
    US4530648A|1984-04-18|1985-07-23|Economy Forms Corporation|Wall climbing form hoist|
    US4562989A|1984-10-02|1986-01-07|Peabody Continental-Heine Co.|Apparatus for construction of concrete walls|
    US4611784A|1985-01-10|1986-09-16|Harsco Corporation|Safety lock for jump scaffolding|
    US4696135A|1986-03-25|1987-09-29|Custodis-Cottrell, Inc.|Method and apparatus for constructing towers|
    DE3844977C2|1988-12-14|1997-10-23|Peri Werk Schwoerer Kg Artur|Stepping moving platform on building wall|
    US4892169A|1989-02-21|1990-01-09|Sinco, Inc.|Perimeter debris net lifting system|
    FR2643670B1|1989-02-24|1991-05-24|Ricard Coffrages|DEVICE FOR PRODUCING SPROCKETS|
    US6557817B2|2000-01-18|2003-05-06|Wilian Holding Company|Wall climbing form hoist|
    ITMI20040668A1|2004-04-02|2004-07-02|Gamma Croma Spa|PROCEDURE FOR THE PREPARATION OF A MULTICOLOR COLATO COSMETIC|
    CN100376760C|2004-08-13|2008-03-26|深圳市特辰科技有限公司|Circulating automatic up-down scaffold|
    DE102005030336A1|2005-06-29|2007-01-04|Peri Gmbh|Rail-guided climbing system|
    DE102005030332A1|2005-06-29|2007-01-04|Peri Gmbh|Aged climbing shoe of a climbing formwork|
    DE102006026201B4|2006-06-06|2008-04-10|Doka Industrie Gmbh|Self Climbing System|
    US20080035832A1|2006-08-14|2008-02-14|Belanger Bert L|Wall bracing|
    AT503924B1|2006-08-18|2008-02-15|Rund Stahl Bau Gmbh & Co|CLIMBING FOR CONCRETING A WALL OF A BUILDING|
    US8281546B2|2009-05-05|2012-10-09|Thompson Bradley D|Slip formed concrete wind turbine tower|
    EP2452029A1|2009-07-09|2012-05-16|Casanova, Alfio Leonardo|System for in-situ making substantially vertical building works|
    US9217255B2|2012-11-30|2015-12-22|Chicago Bridge & Iron Company|Self-jacking scaffold for large cylindrical tanks|
    ES2404781B1|2013-02-05|2014-05-20|Ingecid Investigación Y Desarrollo De Proyectos, S.L.|Construction system and method of concrete towers, and concrete tower obtained|
    ES2621479T3|2013-11-12|2017-07-04|Ulma C Y E, S. Coop.|Self-climbing system for scaffolding in building construction works|
    CN107155336B|2014-01-31|2020-11-10|格雷戈里·约翰·内伯尔斯|Concrete tower and associated formwork and associated construction method|
    US10465401B2|2015-04-15|2019-11-05|Ronald A. Bullock|Construction safety net support apparatus|
    ES2611774B1|2015-10-07|2018-02-08|Ingecid Investigación Y Desarrollo De Proyectos, S.L.|CONCRETE TOWER AND TREPANT OR SELF-TREPANT FORMWORK DEVICE FOR CONSTRUCTION "IN SITU".|
    CN105908966B|2016-06-02|2017-12-22|中国建筑第八工程局有限公司|Climbing form system and its construction method for sloping core construction|
    CN110984642A|2019-12-19|2020-04-10|中建六局土木工程有限公司|Construction method for large-diameter hyperbolic cooling tower cylinder wall|
    CN111395725B|2020-04-22|2021-07-09|中建八局第二建设有限公司|Construction method of scaffold with irregular convex-concave facade structure|
    CN112360150A|2020-10-30|2021-02-12|中国一冶集团有限公司|Socket pipe combined detachable triangular support frame for construction and construction method|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    FR7517557A|FR2313520B1|1975-06-05|1975-06-05|
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