RU2015139040A - METHOD FOR PRODUCING MULTILAYER REINFORCED CONCRETE ELEMENT - Google Patents

METHOD FOR PRODUCING MULTILAYER REINFORCED CONCRETE ELEMENT Download PDF

Info

Publication number
RU2015139040A
RU2015139040A RU2015139040A RU2015139040A RU2015139040A RU 2015139040 A RU2015139040 A RU 2015139040A RU 2015139040 A RU2015139040 A RU 2015139040A RU 2015139040 A RU2015139040 A RU 2015139040A RU 2015139040 A RU2015139040 A RU 2015139040A
Authority
RU
Russia
Prior art keywords
concrete wall
concrete
insulating layer
reinforcing cage
injection mold
Prior art date
Application number
RU2015139040A
Other languages
Russian (ru)
Inventor
Рольф РЕРС
Хаваль ХАФФАФ
Михаэль ЛООФ
Ахим СИМАННЕК
Original Assignee
Байер Матириальсайенс Аг
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 Байер Матириальсайенс Аг filed Critical Байер Матириальсайенс Аг
Publication of RU2015139040A publication Critical patent/RU2015139040A/en

Links

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
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
    • B28B11/04—Apparatus or processes for treating or working the shaped or preshaped articles for coating or applying engobing layers
    • B28B11/042—Apparatus or processes for treating or working the shaped or preshaped articles for coating or applying engobing layers with insulating material
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
    • B28B19/003—Machines or methods for applying the material to surfaces to form a permanent layer thereon to insulating material
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/028—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members for double - wall articles
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/34—Moulds, cores, or mandrels of special material, e.g. destructible materials
    • B28B7/342—Moulds, cores, or mandrels of special material, e.g. destructible materials which are at least partially destroyed, e.g. broken, molten, before demoulding; Moulding surfaces or spaces shaped by, or in, the ground, or sand or soil, whether bound or not; Cores consisting at least mainly of sand or soil, whether bound or not
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • 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
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast

Claims (19)

1. Способ изготовления многослойного армированного бетонного элемента (10), снабженного по меньшей мере одной первой бетонной стенкой (11) в комбинации с арматурным каркасом (13), причем бетонный элемент (10) включает по меньшей мере опосредованно прилегающий к первой бетонной стенке (11) изоляционный слой (14), и причем арматурный каркас (13) по меньшей мере частично выступает из первой бетонной стенки (11) и пронизывает изоляционный слой (14), включающий следующие стадии:1. A method of manufacturing a multilayer reinforced concrete element (10) provided with at least one first concrete wall (11) in combination with a reinforcing cage (13), the concrete element (10) comprising at least indirectly adjacent to the first concrete wall (11) ) an insulating layer (14), and wherein the reinforcing cage (13) at least partially protrudes from the first concrete wall (11) and penetrates the insulating layer (14), comprising the following steps: изготовление комбинации первой бетонной стенки (11) с частично выступающим из нее арматурным каркасом (13), the manufacture of a combination of the first concrete wall (11) with a partially protruding reinforcement cage (13), подготовка сыпучей массы (15), в частности, в открытом сверху коробе (23) для сыпучей массы, preparation of the granular mass (15), in particular, in the open top box (23) for the granular mass, упорядочение первой бетонной стенки (11) со смонтированным на ней арматурным каркасом (13) над поверхностью сыпучей массы (15), осуществляемое таким образом, чтобы выступающий участок (13') арматурного каркаса (13) располагался снизу первой бетонной стенки (11) и лишь частично был погружен в сыпучую массу (15), благодаря чему между поверхностью сыпучей массы (15) и нижней стороной первой бетонной стенки (11) остается вертикальное свободное пространство (16), the arrangement of the first concrete wall (11) with the reinforcing cage (13) mounted on it above the surface of the granular mass (15), carried out in such a way that the protruding section (13 ') of the reinforcing cage (13) is located below the first concrete wall (11) and only partially immersed in the bulk mass (15), so that between the surface of the bulk mass (15) and the bottom side of the first concrete wall (11) there remains a vertical free space (16), заполнение свободного пространства (16) реакционной смесью и filling the free space (16) with the reaction mixture and отверждение реакционной смеси с целью формирования изоляционного слоя (14). curing the reaction mixture to form an insulating layer (14). 2. Способ по п. 1, отличающийся тем, что изготовление указанной в п. 1 комбинации выполняют путем литья и отверждения первой бетонной стенки (11), причем литье осуществляют таким образом, чтобы участок (13ʺ) арматурного каркаса (13) был залит в первой бетонной стенке (11), а другой участок (13') арматурного каркаса (13) выступал из первой бетонной стенки (11).2. The method according to p. 1, characterized in that the manufacture of the combination indicated in p. 1 is performed by casting and curing the first concrete wall (11), and the casting is carried out so that the section (13ʺ) of the reinforcing cage (13) is poured into the first concrete wall (11), and another section (13 ') of the reinforcing cage (13) protruded from the first concrete wall (11). 3. Способ по п. 1 или 2, отличающийся тем, что после формирования изоляционного слоя (14) реализуют следующие стадии:3. The method according to p. 1 or 2, characterized in that after the formation of the insulating layer (14), the following stages are implemented: подготовку литьевой формы (18), mold preparation (18), укладку комбинированной детали, состоящей из первой бетонной стенки (11), частично выступающего из нее арматурного каркаса (13) и сформированного изоляционного слоя (14), выполняемую, в частности, в уже заполненную жидким бетоном литьевую форму (18), причем выступающий участок (13') арматурного каркаса (13) и сформированный изоляционный слой (14) расположены ниже первой бетонной стенки (11), laying a combined part consisting of a first concrete wall (11), a partially protruding reinforcing cage (13) and a formed insulating layer (14), performed, in particular, in an injection mold (18) already filled with liquid concrete, the protruding section ( 13 ') of the reinforcing cage (13) and the formed insulating layer (14) are located below the first concrete wall (11), заполнение литьевой формы (18) жидким бетоном (22), если она еще не была заполнена бетоном, filling the mold (18) with liquid concrete (22), if it has not already been filled with concrete, отверждение второй бетонной стенки (12), в которой по меньшей мере частично залит выступающий участок (13') арматурного каркаса (13). curing the second concrete wall (12), in which the protruding portion (13 ') of the reinforcing cage (13) is at least partially poured. 4. Способ по п. 3, отличающийся тем, что при заполнении литьевой формы (18) жидким бетоном (22) и формировании второй бетонной стенки (12) свободное пространство (21), образовавшееся между дном (19) литьевой формы (18) и нижней стороной изоляционного слоя (14), лишь частично заполняют жидким бетоном (22), в результате чего между изоляционным слоем (14) и второй бетонной стенкой (12) образуется свободное промежуточное пространство (20).4. The method according to p. 3, characterized in that when filling the injection mold (18) with liquid concrete (22) and forming a second concrete wall (12), the free space (21) formed between the bottom (19) of the injection mold (18) and the lower side of the insulating layer (14) is only partially filled with liquid concrete (22), as a result of which between the insulating layer (14) and the second concrete wall (12) a free intermediate space (20) is formed. 5. Способ по п. 3, отличающийся тем, что при заполнении литьевой формы (18) жидким бетоном (22) и формировании второй бетонной стенки (12) свободное пространство (21), образовавшееся в литьевой форме (18) между ее дном (19) и нижней стороной изоляционного слоя (14), полностью заполняют жидким бетоном (22), в результате чего изоляционный слой (14) и вторая бетонная стенка (12) по меньшей мере опосредованно прилегают друг к другу.5. The method according to p. 3, characterized in that when filling the injection mold (18) with liquid concrete (22) and forming a second concrete wall (12), the free space (21) formed in the injection mold (18) between its bottom (19 ) and the lower side of the insulating layer (14) are completely filled with liquid concrete (22), as a result of which the insulating layer (14) and the second concrete wall (12) are at least indirectly adjacent to each other. 6. Способ по п. 1 или 2, отличающийся тем, что после формирования изоляционного слоя (14) реализуют следующие стадии:6. The method according to p. 1 or 2, characterized in that after the formation of the insulating layer (14), the following stages are implemented: укладку комбинированной детали, состоящей из первой бетонной стенки (11), частично выступающего из первой бетонной стенки (11) арматурного каркаса (13) и сформированного изоляционного слоя (14), в литьевую форму (18), причем выступающий участок (13') и изоляционный слой (14) расположены выше первой бетонной стенки (11), laying the combined part, consisting of the first concrete wall (11), partially protruding from the first concrete wall (11) of the reinforcing cage (13) and the formed insulating layer (14), in an injection mold (18), the protruding section (13 ') and the insulating layer (14) is located above the first concrete wall (11), заполнение литьевой формы (18) жидким бетоном (22), после отверждения которого образуется вторая бетонная стенка (12), причем выступающий участок (13') арматурного каркаса (13) по меньшей мере частично, предпочтительно полностью заливают бетоном второй бетонной стенки (12). filling the mold (18) with liquid concrete (22), after curing of which a second concrete wall (12) is formed, and the protruding section (13 ') of the reinforcing cage (13) is at least partially, preferably completely filled with concrete of the second concrete wall (12) . 7. Способ по п. 3, отличающийся тем, что заполнение литьевой формы (18) выполняют при преимущественно горизонтальной ориентации первой бетонной стенки (11) и/или изоляционного слоя (14).7. The method according to p. 3, characterized in that the filling of the injection mold (18) is performed with a predominantly horizontal orientation of the first concrete wall (11) and / or insulating layer (14). 8. Способ по п. 6, отличающийся тем, что заполнение литьевой формы (18) выполняют при преимущественно горизонтальной ориентации первой бетонной стенки (11) и/или изоляционного слоя (14).8. The method according to p. 6, characterized in that the filling of the injection mold (18) is performed with a predominantly horizontal orientation of the first concrete wall (11) and / or insulating layer (14).
RU2015139040A 2013-02-15 2014-02-10 METHOD FOR PRODUCING MULTILAYER REINFORCED CONCRETE ELEMENT RU2015139040A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP13155444.6 2013-02-15
EP13155444.6A EP2767373A1 (en) 2013-02-15 2013-02-15 Method for producing a multilayer, reinforced concrete element
PCT/EP2014/052500 WO2014124886A1 (en) 2013-02-15 2014-02-10 Method for producing a multi-layered reinforced concrete element

Publications (1)

Publication Number Publication Date
RU2015139040A true RU2015139040A (en) 2017-03-22

Family

ID=47748435

Family Applications (1)

Application Number Title Priority Date Filing Date
RU2015139040A RU2015139040A (en) 2013-02-15 2014-02-10 METHOD FOR PRODUCING MULTILAYER REINFORCED CONCRETE ELEMENT

Country Status (6)

Country Link
US (1) US20150368902A1 (en)
EP (2) EP2767373A1 (en)
CN (1) CN104981330B (en)
MX (1) MX2015010227A (en)
RU (1) RU2015139040A (en)
WO (1) WO2014124886A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2013299323A1 (en) * 2012-08-02 2016-03-03 L. & A. Fazzini Manufacturing Pty Ltd Improved mesh, mesh panels, composite building elements and method of reinforcing and articles reinforced by the method, duct and riser walls and methods for their construction
CN104499654B (en) * 2014-12-17 2019-04-02 张跃 A kind of prefabricated assembled roof and preparation method thereof
US11072933B2 (en) * 2016-02-26 2021-07-27 Ashgrove Holdings, Inc. Panel production kits, methods, and systems
CN107553806B (en) * 2016-07-01 2021-08-24 科思创德国股份有限公司 Polyurethane concrete sandwich element and its making method
CN109176867A (en) * 2018-09-14 2019-01-11 西安建工绿色建筑集团有限公司 A kind of prefabricated PTW wallboard production positioning device and prefabricated PTW wallboard production method
CN110219417B (en) * 2019-05-05 2021-02-12 江苏建筑职业技术学院 High-cohesiveness steel rib and production process thereof

Family Cites Families (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO120090B (en) * 1966-09-19 1970-08-24 S Nilsson
LU77320A1 (en) * 1976-05-14 1977-08-24
IL53573A (en) * 1976-12-27 1980-09-16 Maso Therm Corp Composite building panel with reinforced shell
DE2849520A1 (en) * 1978-11-15 1980-05-29 Fricker Frimeda Metall Draht CONNECTING ANCHOR FOR A MULTI-LAYER BUILDING BOARD
DE3027256A1 (en) * 1980-07-18 1982-02-18 Robert Bosch Gmbh, 7000 Stuttgart MULTILAYER SYSTEM FOR HEAT PROTECTION APPLICATIONS AND METHOD FOR THE PRODUCTION THEREOF
US4486996A (en) * 1982-05-19 1984-12-11 Luis Alejos Construction-panel prefabrication method, panels thus made and equipment for implementing said method
DE3309820C2 (en) * 1983-03-18 1986-07-31 Ainedter, Dieter, Dipl.-Ing., Salzburg Ceiling slab and process for its manufacture
JPH0483041A (en) * 1990-07-25 1992-03-17 Toyo Tire & Rubber Co Ltd Combined formwork and wire-netting heat insulating board
AT396274B (en) * 1991-04-23 1993-07-26 Avi Alpenlaendische Vered REINFORCEMENT BODY FOR A CEILING PANEL
FR2681357A1 (en) * 1991-09-12 1993-03-19 Beaupere Gerard Prefabricated panel with concrete facing, method for manufacturing it and building module formed of such panels
AT406064B (en) * 1993-06-02 2000-02-25 Evg Entwicklung Verwert Ges COMPONENT
JPH09295313A (en) * 1996-04-30 1997-11-18 Fudo Constr Co Ltd Manufacture of immersed tube
JPH1025854A (en) * 1996-07-12 1998-01-27 Jiyoisuto:Kk Lightweight concrete plate
AT410688B (en) * 1996-11-21 2003-06-25 Evg Entwicklung Verwert Ges COMPONENT
SE9701500D0 (en) * 1997-04-20 1997-04-20 George Wegler Device for wall mounting
DE59909684D1 (en) 1998-12-17 2004-07-15 Glatthaar Fertigkellerbau Gmbh Process for the production of a prefabricated wall for the construction of building walls
US6226942B1 (en) * 1999-02-09 2001-05-08 Pete J. Bonin Building construction panels and method thereof
DE29921645U1 (en) * 1999-12-09 2000-02-17 Schwoerer Haus Kg Prefabricated ceiling element with foamed polyurethane
ATE376612T1 (en) * 2002-11-21 2007-11-15 Schwoerer Haus Kg PREFABRICATED COMPONENT WITH INSULATING MATERIAL AND HEATING CABLES EMBEDDED IN CONCRETE AND ASSOCIATED MANUFACTURING PROCESS
DE202005005924U1 (en) * 2005-04-12 2005-06-30 Glatthaar-Fertigkeller Gmbh Core insulated prefabricated wall with composite needles
NZ574900A (en) * 2006-07-14 2011-06-30 Thermo Tech Mark Ii Ltd Wall panel with concrete outer portion having protruding boundary which encloses a plastic sheet
ATE430854T1 (en) * 2007-02-13 2009-05-15 Iconorm Gmbh REINFORCED INSULATION BODY FOR A ONE-SIDE THERMALLY INSULATED PRECAST WALL AND PRECAST WALL AND METHOD FOR PRODUCTION
US20090113829A1 (en) * 2007-05-14 2009-05-07 Meier Franz X Three dimensional building element
US20110023410A1 (en) * 2008-04-15 2011-02-03 Carlos Hernandez Gallardo Integral panel for walls and floors
CN101863069A (en) * 2010-05-29 2010-10-20 闫丕春 Manufacture method of inner wall plate
CN202047520U (en) * 2011-03-09 2011-11-23 孟术 Lattice composite board
CN202073233U (en) * 2011-05-04 2011-12-14 吉林省佳和钢结构安装有限公司 Prefabricated concrete composite thermal insulation wall board

Also Published As

Publication number Publication date
CN104981330A (en) 2015-10-14
EP2956283A1 (en) 2015-12-23
CN104981330B (en) 2017-09-01
WO2014124886A1 (en) 2014-08-21
EP2956283B1 (en) 2017-02-01
EP2767373A1 (en) 2014-08-20
US20150368902A1 (en) 2015-12-24
MX2015010227A (en) 2016-10-26

Similar Documents

Publication Publication Date Title
RU2015139040A (en) METHOD FOR PRODUCING MULTILAYER REINFORCED CONCRETE ELEMENT
MY180487A (en) Lightweight slab or similar structural element which can receive equipment that is accessible and that can extend through the slab
KR101616308B1 (en) Concrete structure and method for manufacturing the same using 3d printing
CN106013511A (en) 3D printing filling wall formed based on 3D printing brickwork
RU2015155685A (en) METHOD FOR PRODUCING REINFORCED CONCRETE STRUCTURE, PRELIMINARY PRODUCED ELEMENT OF REINFORCED CONCRETE DESIGN, AND ALSO REINFORCED CONCRETE DESIGN
CN103237942B (en) For building the disposable template of the modularization formwork for shallow foundation pouring piece
US1477520A (en) Building section
KR100985432B1 (en) A panel for sectional water tank and method for production thereof
CN202990200U (en) Cast-in-situ hollow floor
JP2014151926A5 (en)
CN106677424A (en) Light earthquake-resistant wallboard and production method thereof
CN206800698U (en) A kind of light-duty styrofoam combined assembled wall of novel local cast-in-place node
RU2009149436A (en) METHOD FOR PRODUCING TWO-LAYERED CONCRETE PANELS
CN106088603A (en) A kind of construction method of cast-in-place concrete building structure
FR2957627B1 (en) TUNNEL BOX INCORPORATING A REINFORCING REINFORCEMENT OF ITS STRUCTURE
RU2534208C2 (en) Production of heat isolation blocks by counter compaction for erection of guarding structures and buildings
CN104234415B (en) Embedded drawknot structure multifunctional non-dismantling formwork construction method
RU2430833C1 (en) Method of producing multilayer construction articles
CN107313443A (en) The manufacture method and Equipment Foundations of Equipment Foundations on flooring
RU39297U1 (en) WALL BLOCK PRODUCTION FORM
RU34444U1 (en) WALL BLOCK PRODUCTION FORM
CN104294985B (en) Hollow floor system and preparation method thereof
CN206722143U (en) A kind of combined assembled wall of light-duty styrofoam of new Tenon node
RU2010143289A (en) METHOD FOR PRODUCING MULTI-COLOR TILES AND EQUIPMENT FOR THIS METHOD
RU2579017C1 (en) Divided mould for production of columns

Legal Events

Date Code Title Description
FA93 Acknowledgement of application withdrawn (no request for examination)

Effective date: 20170213