EP0143249A1 - Gebäudegrosswandteil - Google Patents

Gebäudegrosswandteil Download PDF

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Publication number
EP0143249A1
EP0143249A1 EP84111378A EP84111378A EP0143249A1 EP 0143249 A1 EP0143249 A1 EP 0143249A1 EP 84111378 A EP84111378 A EP 84111378A EP 84111378 A EP84111378 A EP 84111378A EP 0143249 A1 EP0143249 A1 EP 0143249A1
Authority
EP
European Patent Office
Prior art keywords
wall part
building
cavities
recess
part according
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.)
Withdrawn
Application number
EP84111378A
Other languages
German (de)
English (en)
French (fr)
Inventor
Hans-Ulrich Terkl
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.)
RASTRA AG
Original Assignee
RASTRA 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
Priority claimed from DE19833335370 external-priority patent/DE3335370A1/de
Priority claimed from DE19833346277 external-priority patent/DE3346277A1/de
Application filed by RASTRA AG filed Critical RASTRA AG
Publication of EP0143249A1 publication Critical patent/EP0143249A1/de
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/40—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of a number of smaller components rigidly or movably connected together, e.g. interlocking, hingedly connected of particular shape, e.g. not rectangular of variable shape or size, e.g. flexible or telescopic panels

Definitions

  • the invention relates to a large wall part of a building, which consists of at least two strip-shaped, side-by-side plate elements made of lightweight building material, in particular lightweight concrete, the plate elements intersecting cavities in the wall plane and at least on one end face or connection side to the adjacent panel having at least one half-cavity and the cavities Forming a net with filling material, e.g. Cast concrete can be filled.
  • a net with filling material e.g. Cast concrete can be filled.
  • the invention has for its object to provide a building large wall part of the type specified above, which can be manufactured relatively easily and easily in one plant.
  • this object is achieved in that the half-plates have at least one have in the longitudinal direction extending half-cavity and parallel to it quarter quarters on the end faces or connecting sides and that several half-plates are connected or glued to one another in the longitudinal direction overlapping.
  • the assembly of the main part of the building is e.g. on a table or other flat surface is now possible without difficulty, it being of course important that the respective half-cavities or quarter-cavities of the individual half-plates are brought into line with one another, so that the subsequent formation of the network e.g. from a concrete core on the construction site (after erecting the wall part) no problems.
  • the overlapping connection of the half-plates not only avoids any thermal bridges in the joints extending transversely to the wall direction, but also enables the half-plates to be assembled flush without any particular technical outlay.
  • the cavities of the wall part are at least partially provided with reinforcement in the manufacturing plant.
  • the reinforcement consists at least partially of reinforcement cages, preferably with three longitudinal bars; also can Reinforcement consists of individual reinforcing bars held in the operative position by spacers.
  • the reinforcing bars only have a slight influence on the total weight of the main part of the building, so that the transport weight is hardly increased.
  • the cavities can also be filled with the filling material e.g. Cast concrete can be filled in at the factory, which has a decisive influence on the stability and statics of the large building parts. In particular, however, in cases where the wall parts have to be reworked on the spot, it should be more expedient to introduce the filling material on the spot.
  • the reinforcement bars are held together in a net form, e.g. welded.
  • a reinforcement network is preferably only carried out in cases where half-slabs are used which, as stated above, are connected in an overlapping manner, e.g. be glued. If a layer of half panels, e.g. is placed side by side on an assembly table, it may prove expedient that the spacers mentioned above are star-shaped. In this way, the individual irons in the cavities are locked approximately in the middle, but the continuity of the cavities for the filling material to be introduced later is only slightly impaired.
  • a reinforcement cage can be inserted above the recess or the blind recess before the half-slabs are assembled; this serves e.g. as a window or door lintel.
  • the wall part is slotted at the height of the upper edge of the recess or blind recess to be provided and the like with a board. Mistake. In this case, there is no need to cut out the opening or recess or to mill out the blind opening or recess.
  • the wall part at the level of the lower edge of the recess or blind recess to be provided can be provided with an opening for filling the filling material into the cavities arranged underneath. In this way it is avoided that with a previous arrangement of a recess or blind recess and a blocking of the cavities on the upper edge and on the side edges, the cavities below the lower edge completely fill with the filling material, e.g. Cast concrete must be filled.
  • the exposed cavities are at least on the upper edge of the recess with slats or the like when a blind recess is arranged. covered. It is immaterial whether these battens are already installed in the factory or only on the construction site; With these slats, as mentioned above, the filling material is prevented from pouring out the cavities in the recess emerges.
  • a building large wall part 1 consists of half panels 2, which are glued to one another offset from one another.
  • Each half-plate has a central, vertical cavity 3 and, at the same distance, cavities 4 which run perpendicularly thereto and half-cavities 5 and 6 on the end faces.
  • the main part of the building is e.g. assembled on a table or frame, the half-plates being glued together.
  • reinforcement cages 10 are inserted into the vertical cavities 3, each of which has three longitudinal bars 11, 12 and 13 and are connected to one another by a helical transverse reinforcement.
  • the transverse cavities 4 can be provided with individual irons 14 which extend across the main part of the building; the main part of the building can e.g. Storey height of e.g. Have 2.50 m, the individual strip-shaped half-plates in a thickness of 10 cm each have a width of 75 cm. The part of the building wall shown thus has a width of 4.50 m.
  • the reinforcing bars are used in the manufacturing plant, it may also prove useful from case to case to fill the intersecting cavities 3 and 4 with a filling material, e.g. Fill cast concrete.
  • a filling material e.g. Fill cast concrete.
  • a window 18 to be cut out later is indicated by the dashed lines.
  • the individual half-panels are not only glued to one another at the transverse joints, but also at the central joint 23.
  • a reinforcement network 24 has been inserted into the half-cavities of the lying half-slabs, which consists of longitudinal and transverse bars welded together.
  • this reinforcement mesh is held by spacers 25 approximately in the middle of the cavities 3 and 4, respectively.
  • These spacers 25 can e.g. consist of a star, which is composed of individual star-shaped pieces of wire.
  • the main part of the building wall shown in FIG. 3 is provided with a rectangular, continuous opening or recess 30, which will later be used as a window.
  • the recess 30 is covered on all side surfaces with slats or boards 31 in order to prevent the filling material e.g. Cast concrete emerges into the recess.
  • the reinforcement of the main building wall part 20 is not shown in Fig. 8, but should also be provided, even if the load-bearing capacity of the lightweight concrete e.g. for single-storey structures. Polystyrene concrete is sufficient to also support the ceiling beams on paragraph 32.
  • the intended reinforcement is not only provided for the finished building for structural reasons, but also as a support for the main part of the building in the transport position, i.e. so in a horizontal position.
  • a blind opening with the same dimensions can also be provided, which extends approximately 3/4 of the depth of the wall part, but in any case encompasses the entire cavities. This blind opening or blind recess is then sawn or cut out on the spot. Milling devices can be used to create the blind opening or blind recess.
  • FIG. 9 A modified embodiment of the preparation of openings e.g. Window openings are shown in Fig. 9.
  • the large wall part 40 of the building that has already been erected has a cover support 41 and is provided with a slot 42 at the height of the upper edge of the window opening. This slot does not have to traverse the entire wall part but must be cut so deep that the area of the cavities 3 and 4 is fully covered.
  • a board 43 is inserted into the slot, which prevents the filling material from entering the area of the subsequent opening. Corresponding slots and boards are also provided on the two side edges of the later openings.
  • the lower edge of the subsequent opening 44 is provided with a wedge-shaped cutout 45, so that from there the filling material e.g. the cast concrete can be placed in the cavities underneath.
  • the filling material e.g. the cast concrete
  • half-plates 102, 103 and 104 are used which, as can be seen from FIG. 12, each have a continuous half-cavity 105 and at their end faces 105 and 107 quarter-cavities 108 and 109.
  • Such half-boards are produced in the usual way and then placed next to each other on a table or other flat, horizontal surface.
  • the respective projecting surfaces 110 on the adjacent half-plates 104 are then e.g. sprayed with a polyurethane isocyanate adhesive, which after a few seconds, e.g. Foams for 15-18 seconds.
  • half-plates 102 and 103 are overlapped on the half-plate layer, as can be seen in FIG. 11.
  • the resulting cavities can also be made in the factory with a casting material e.g. Pouring or filling concrete, but pouring on the spot after the wall is installed is more convenient.
  • the respective joints 111 and 112 of adjacent half-plates are arranged in such a way that not a single joint extends straight through the wall.
  • windows and doors can be cut out of the wall before leaving the factory; however, this is expediently carried out after the cavities have been filled with the casting material, that is to say either in the factory or at the construction site.
  • polystyrene concrete can be processed relatively easily with conventional tools; e.g. sawn, trimmed or otherwise treated.
  • connection of further wall elements is carried out at the construction site in the usual manner using corner pieces or the like.
  • half-plates can also be used, e.g. have two or possibly even more parallel half-cavities running in the longitudinal direction of the half-plate.
  • care must always be taken to ensure that the individual half panels overlap.
  • half half-plates respectively arranged on the end faces are produced by simply cutting through the half-plates 102, 103 or 104 in the middle of the half-cavity.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Automatic Assembly (AREA)
  • Panels For Use In Building Construction (AREA)
EP84111378A 1983-09-29 1984-09-24 Gebäudegrosswandteil Withdrawn EP0143249A1 (de)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19833335370 DE3335370A1 (de) 1983-09-29 1983-09-29 Gebaeudegrosswandteil
DE3335370 1983-09-29
DE19833346277 DE3346277A1 (de) 1983-12-21 1983-12-21 Gebaeudegrosswandteil
DE3346277 1983-12-21

Publications (1)

Publication Number Publication Date
EP0143249A1 true EP0143249A1 (de) 1985-06-05

Family

ID=25814440

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84111378A Withdrawn EP0143249A1 (de) 1983-09-29 1984-09-24 Gebäudegrosswandteil

Country Status (6)

Country Link
US (1) US4731971A (no)
EP (1) EP0143249A1 (no)
AU (1) AU3363384A (no)
DK (1) DK462884A (no)
IL (1) IL72984A0 (no)
NO (1) NO843915L (no)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013098495A1 (fr) * 2011-12-30 2013-07-04 Ingerec Panneau destine a constituer une banche perdue pour la fabrication de murs
FR3058428A1 (fr) * 2016-11-04 2018-05-11 Gtm Batiment Element de construction a planelle integree
CN110145049A (zh) * 2019-06-10 2019-08-20 程松林 预制钢筋砼剪力墙腔体和结点构造及生产与安装工艺

Families Citing this family (49)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4823534A (en) * 1988-02-17 1989-04-25 Hebinck Carl L Method for constructing insulated foam homes
US4924641A (en) * 1988-04-01 1990-05-15 Gibbar Jr James H Polymer building wall form construction
NO165605C (no) * 1988-08-15 1991-03-06 Nils Nessa Sammenfoeybare forskalingselementer for stoeping av saerlig vegg- eller andre konstruksjoner samt fremgangsmaate til stoeping av det samme.
US5369930A (en) * 1990-01-10 1994-12-06 Kreizinger; Kenneth R. Method of manufacturing a hollow core, concrete building panel
US5231813A (en) * 1991-09-16 1993-08-03 Drawdy Curtis P Insulated panel apparatus
US5371990A (en) * 1992-08-11 1994-12-13 Salahuddin; Fareed-M. Element based foam and concrete modular wall construction and method and apparatus therefor
US5566521A (en) * 1994-08-10 1996-10-22 Andrews; Richard E. Building structure and method
US5771654A (en) * 1994-11-14 1998-06-30 Modern Technologies Corp. Method of construction using molded polymer blocks
US5687520A (en) * 1996-06-26 1997-11-18 Stranahan; David A. Sealing system for log buildings
US5921046A (en) 1997-04-04 1999-07-13 Recobond, Inc. Prefabricated building system for walls, roofs, and floors using a foam core building panel and connectors
CA2271601C (en) 1997-10-17 2003-06-17 The Global Engineering Trust Modular formwork elements and assembly
US6694692B2 (en) * 1998-10-16 2004-02-24 Francesco Piccone Modular formwork elements and assembly
US6167671B1 (en) * 1998-12-21 2001-01-02 Steven D. Wilson Prefabricated concrete wall form system
FR2805555B1 (fr) * 2000-02-26 2003-05-02 Guy Robert Henri Sarremejeanne Coffrage perdus alveolaires pour la construction de murs et de planchers et procedes de fabrication et de mise en oeuvre desdits coffrages
US7856773B2 (en) * 2003-07-24 2010-12-28 Wagdy Agaiby All-in-one modular construction system
US20080005990A1 (en) * 2003-10-06 2008-01-10 Oscar Marty Modular system of permanent forms for casting reinforced concrete buildings on site
US7421828B2 (en) * 2003-10-23 2008-09-09 Milton Reynolds Integral forming technology, a method of constructing steel reinforced concrete structures
US8186128B2 (en) * 2004-03-10 2012-05-29 Way Alven J Multi-storey insulated concrete foam building
US20040226259A1 (en) 2004-07-15 2004-11-18 Thermoformed Block Corp. System for the placement of modular fill material forming co-joined assemblies
US7805908B2 (en) * 2005-04-25 2010-10-05 Cortek, Inc. Load-bearing system for fill material structure formation
CA2681963C (en) * 2007-04-02 2012-08-07 Cfs Concrete Forming Systems Inc. Methods and apparatus for providing linings on concrete structures
US20100198414A1 (en) * 2007-06-28 2010-08-05 Kroll Steven C Systems and methods for controlling interior climates
US20090001185A1 (en) * 2007-06-28 2009-01-01 Corvid Homes Structural wall panels and methods and systems for controlling interior climates
GB2452983A (en) * 2007-09-24 2009-03-25 Iain Bridge Mesh Reinforced Twin-Wall Panel
CN102852328B (zh) 2007-11-09 2015-08-12 Cfs混凝土模板系统公司 用于模板系统的枢转活动连接器部件以及使用该枢转活动连接器部件的方法
WO2009092158A1 (en) * 2008-01-21 2009-07-30 Octaform Systems Inc. Stay-in-place form systems for windows and other building openings
WO2010078645A1 (en) 2009-01-07 2010-07-15 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US8943774B2 (en) 2009-04-27 2015-02-03 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
CA2888405C (en) 2009-02-18 2017-03-21 Cfs Concrete Forming Systems Inc. Clip-on connection system for stay-in-place form-work
CA2804361C (en) 2010-07-06 2014-04-08 Cfs Concrete Forming Systems Inc. Push on system for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
CA2855739C (en) 2011-11-24 2016-10-11 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with anti-deformation panels
US9206614B2 (en) 2011-11-24 2015-12-08 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with engaging and abutting connections
WO2013102274A1 (en) 2012-01-05 2013-07-11 Cfs Concrete Forming Systems Inc. Panel-to-panel connections for stay-in-place liners used to repair structures
US10151119B2 (en) 2012-01-05 2018-12-11 Cfs Concrete Forming Systems Inc. Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same
WO2013102275A1 (en) 2012-01-05 2013-07-11 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
EP2644793B1 (en) * 2012-03-28 2016-05-11 SISMO Trading Ltd. Steel lattice configuration
US20150113885A1 (en) * 2012-05-03 2015-04-30 Global Owl Limited Method of erecting polygonal reinforced enclosure in situ
US8827235B1 (en) * 2012-05-11 2014-09-09 William L. Fisher, III Concrete form for building foundation construction with form insert creating recessed sections
US9487943B2 (en) * 2013-03-16 2016-11-08 Thuan Bui Component building system
CA2932453C (en) 2013-12-06 2022-07-12 Cfs Concrete Forming Systems Inc. Structure cladding trim components and methods for fabrication and use of same
EP3126587B1 (en) 2014-04-04 2023-06-07 CFS Concrete Forming Systems Inc. Liquid and gas-impermeable connections for panels of stay- in-place form-work systems
US10577798B1 (en) 2014-09-15 2020-03-03 James Hodgson Composite foam and concrete wall and method of constructing the same
CA3008915A1 (en) 2015-12-31 2017-07-06 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
CA3056152C (en) 2017-04-03 2023-07-25 Cfs Concrete Forming Systems Inc. Longspan stay-in-place liners
ES2685976A1 (es) * 2017-04-12 2018-10-15 José Luis SANCHEZ ZAMBRANO Bloque polivalente
CA3084840C (en) 2017-12-22 2024-04-16 Cfs Concrete Forming Systems Inc. Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
US20190323235A1 (en) * 2018-04-24 2019-10-24 Benson Bondstone Corp Pre-shaped form construction components, system, and method of construction using the same
AU2020218008A1 (en) 2019-02-08 2021-09-16 Cfs Concrete Forming Systems Inc. Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
US11560716B2 (en) * 2019-07-24 2023-01-24 Philip Ray Dopp Methods and apparatuses for facilitating producing of an insulated panel

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH154446A (fr) * 1931-04-30 1932-05-15 Chaux Et Ciments De Beon Luyri Objet en béton et procédé pour sa fabrication.
DE1559541A1 (de) * 1965-02-03 1970-01-15 Reinhard Hein Wandplatte
FR2075954A1 (no) * 1970-01-07 1971-10-15 Kuter Daniel
GB1328738A (en) * 1970-10-16 1973-08-30 Georgii B Helically wound supporting structures and methods of making them
DE2639314A1 (de) * 1976-09-01 1978-03-02 Ansorge Dieter Bau Ing Grad Zweischalige leichte trennwand aus selbsttragenden duennwandigen schalenelementen ohne unterkonstruktion
DE2914920A1 (de) * 1978-04-19 1979-10-31 Kurt Ing Beranek Fertigwandteil aus leichtbeton
DE2940349A1 (de) * 1979-10-04 1981-04-09 Power Industrieplanung AG, Zürich Plattenfoermiger fertigbauteil und verfahren zu dessen herstellung
FR2467923A2 (fr) * 1971-11-15 1981-04-30 Olle Jean Louis Procede de construction a l'aide de panneaux prefabriques et construction ainsi realisee

Family Cites Families (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR494404A (no) *
US1060347A (en) * 1911-11-17 1913-04-29 Charles F Massey Railway-booth.
US1185969A (en) * 1914-08-15 1916-06-06 John King Blackstone Building construction.
FR935740A (fr) * 1945-06-18 1948-06-29 éléments préfabriqués pour la construction
FR912658A (fr) * 1945-07-23 1946-08-16 éléments de construction préfabriqués
GB722199A (en) * 1951-03-15 1955-01-19 Joseph Dricot Building elements
FR1085898A (fr) * 1952-06-05 1955-02-08 Lightning Fasteners Ltd Perfectionnements aux fermetures à glissière du type réversible
US3315424A (en) * 1963-09-20 1967-04-25 Eugene S Smith Building construction
US3231646A (en) * 1963-11-15 1966-01-25 Nathaniel H Conder Method of precasting masonry panels
GB1169723A (en) * 1966-03-22 1969-11-05 Roher Bohm Ltd Form for Cementitious Material
US3390494A (en) * 1966-04-05 1968-07-02 Pete R. Chappie Strip for spacing and holding building members
US3768225A (en) * 1968-04-03 1973-10-30 M Sloan Method of precasting a masonry wall panel
DE2324915A1 (de) * 1973-05-17 1974-12-05 Harold H Morris Bauelement
US3885296A (en) * 1974-07-11 1975-05-27 Robert K Stout Method for making cast-in-place concrete structures
US3908324A (en) * 1973-09-20 1975-09-30 Robert K Stout Concrete structure including modular concrete beam and method of making same
AT340102B (de) * 1975-03-10 1977-11-25 Goidinger Johann Dipl Ing Verfahren zur herstellung von wanden
DE2447845A1 (de) * 1974-10-08 1976-04-22 Guenter Gubela Armierung fuer leichtbauplatten
IT1081671B (it) * 1977-08-23 1985-05-21 Longinotti Enrico Sistema di prefabbricazione di pareti di edifici
US4249354A (en) * 1979-03-05 1981-02-10 Wynn Gayle B Reinforced insulated wall construction
US4229922A (en) * 1979-06-04 1980-10-28 Clark Jr John E Wall assembly
IL59332A (en) * 1980-02-07 1981-09-13 Dan Shoham Method of contructing in-situ cast concrete internally insulated walls
US4338759A (en) * 1980-07-28 1982-07-13 Universal Component Systems, Inc. Method of building construction using concrete reinforced wall modules
US4532745A (en) * 1981-12-14 1985-08-06 Core-Form Channel and foam block wall construction
GB2171209B (en) * 1985-02-20 1988-12-14 Smith Meters Ltd Test equipment

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH154446A (fr) * 1931-04-30 1932-05-15 Chaux Et Ciments De Beon Luyri Objet en béton et procédé pour sa fabrication.
DE1559541A1 (de) * 1965-02-03 1970-01-15 Reinhard Hein Wandplatte
FR2075954A1 (no) * 1970-01-07 1971-10-15 Kuter Daniel
GB1328738A (en) * 1970-10-16 1973-08-30 Georgii B Helically wound supporting structures and methods of making them
FR2467923A2 (fr) * 1971-11-15 1981-04-30 Olle Jean Louis Procede de construction a l'aide de panneaux prefabriques et construction ainsi realisee
DE2639314A1 (de) * 1976-09-01 1978-03-02 Ansorge Dieter Bau Ing Grad Zweischalige leichte trennwand aus selbsttragenden duennwandigen schalenelementen ohne unterkonstruktion
DE2914920A1 (de) * 1978-04-19 1979-10-31 Kurt Ing Beranek Fertigwandteil aus leichtbeton
DE2940349A1 (de) * 1979-10-04 1981-04-09 Power Industrieplanung AG, Zürich Plattenfoermiger fertigbauteil und verfahren zu dessen herstellung

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
BETON- UND STAHLBETON, Band 62, Nr. 2, 1967, Seiten 1-3, Verlag Wilhelm Ernst & Sohn KG, Prospektbeilage der Firma Reuss & Co. über DUX-Artikel, Berlin, DE; *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013098495A1 (fr) * 2011-12-30 2013-07-04 Ingerec Panneau destine a constituer une banche perdue pour la fabrication de murs
FR2985275A1 (fr) * 2011-12-30 2013-07-05 Ingerec Panneau destine a constituer une banche perdue pour la fabrication de murs
AU2012360752B2 (en) * 2011-12-30 2015-09-10 Ingerec Panel intended to form a lost form panel for the production of walls
FR3058428A1 (fr) * 2016-11-04 2018-05-11 Gtm Batiment Element de construction a planelle integree
CN110145049A (zh) * 2019-06-10 2019-08-20 程松林 预制钢筋砼剪力墙腔体和结点构造及生产与安装工艺

Also Published As

Publication number Publication date
IL72984A0 (en) 1984-12-31
DK462884A (da) 1985-03-30
AU3363384A (en) 1985-04-18
NO843915L (no) 1985-04-01
DK462884D0 (da) 1984-09-27
US4731971A (en) 1988-03-22

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