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EP1583873B1 - Bauelement für die mantelbetonbauweise - Google Patents

Bauelement für die mantelbetonbauweise Download PDF

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Publication number
EP1583873B1
EP1583873B1 EP03720763A EP03720763A EP1583873B1 EP 1583873 B1 EP1583873 B1 EP 1583873B1 EP 03720763 A EP03720763 A EP 03720763A EP 03720763 A EP03720763 A EP 03720763A EP 1583873 B1 EP1583873 B1 EP 1583873B1
Authority
EP
European Patent Office
Prior art keywords
elements
polystyrene
building
shows
building element
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.)
Expired - Lifetime
Application number
EP03720763A
Other languages
English (en)
French (fr)
Other versions
EP1583873A1 (de
Inventor
László MATHE
Timea Finna
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from HU0204582A external-priority patent/HU0204582D0/hu
Priority claimed from HU0300646A external-priority patent/HU226877B1/hu
Application filed by Individual filed Critical Individual
Publication of EP1583873A1 publication Critical patent/EP1583873A1/de
Application granted granted Critical
Publication of EP1583873B1 publication Critical patent/EP1583873B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • 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
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves

Definitions

  • the invention relates to a thermal insulated building element, which together with connecting elements is suitable for making a building system quickly, which is also suitable for housing and exact fastening of any reinforcement.
  • the connecting cross clamps have rectangular cross section, the thickness of which is preferably 1.5- 5 mm, width 20-50 mm and there are perforations of 6 - 12.5 mm size in the middle line of the width corresponding with the thickness of the building element in the distance of 120, 250, 300, 360 mm and at each end of the cross clamp holes of circular shape housing the closing pipe or section holes housing the closing bolt are formed.
  • German publication DE 196 33 111 makes known a connecting element, made preferably of recycled plastic, which is applied on the outer and inner surface of a case element in the form of a T-shape slot, distributed above the whole surface and fixed to each other in a stabile way. Due to the bit surface of connection during casting of concrete of filling in of concrete no deformation occurs.
  • a lightened multipurpose structure preferably with interior skeletal frame and formwork is made known in Hungarian patent application P 98 03027 published on 29 January 2001 , which consists of concrete or reinforced concrete load-bearing structure made between form work. It is characterized by that, it consists of formwork not to be removed serving as building elements and concrete or reinforced concrete structures created by joining the elements beside each other in the spaces and the building elements provide for one or more outer of the building structure as formwork not to be removed.
  • This application makes known furthermore a building element to be applied in a building structure, which building element comprises bodies of plane and/or broken and/or curved surface or joining surfaces of hollow or partially hollow bodies.
  • the building element is characterized by that, it has at least one outer surface forming the surface of the building structure and has furthermore an inner surface, and has at least one complex rib-surface, the value of the angle of which is 90° ⁇ ⁇ > 0°, preferably an acute angle, for example 5° etc.
  • the size of the section surface parallel with the outer building surface is increasing and one part or the whole of the section of the rib-surface is point-symmetrical.
  • There is a part of the outer building surface the shape of which is a K side polygon, where K ⁇ 3, for example a triangle, square, pentagon, hexagon.
  • Document US 5,852,907 A discloses a tie for interlocking parallel and spaced apart foam panels.
  • the tie is formed of an elongate planar strap formed of a heavy gauge polypropylene having a lattice arrangement of openings for flow of concrete.
  • Each of the opposite ends of the strap has an end plate and an inside plate spaced to bracket a corner of a foam form panel with each of the plates extending in a perpendicular or "Y" axis direction to the longitudinal or "X" axis of the strap.
  • Each of the end portions forming the bracket also has vane shelves extending between the end and inside plates in a "Z" axis direction to the strap for support of the foam form panel corner.
  • "U" shaped holders in the edges of the strap and overcenter tabs in the openings provide retainers to hold reinforcement bars, commonly termed rebar.
  • Document US 2002/017070 A1 discloses a foamed plastic module for building an insulated concrete wall structure by stacking the modules together until the desired configuration of the structure is completed, and when the form is filled, a concrete monolithic waffle wall structure having foam insulation permanently attached to the opposed wall surfaces to form the inner and outer wall surfaces of an enclosure is realized.
  • the module is made of foamed plastic material, such as expanded polystyrene, and is built in a pressure molding apparatus.
  • Each module comprises a rigid form block of a generally rectangular configuration having a hollow interior of a particular predetermined configuration formed between spaced apart confronting sidewalls to form a cement waffle wall.
  • the side walls of the module are secured one to the other by a plurality of spaced tension members that can be formed of metal or plastic material.
  • the tension members When formed of plastic, the tension members can have plastic rebar seats into which reinforcing steel can be snapped and held in position.
  • the tension members are positioned at evenly spaced centers, including across adjoining modules, whereby the flanges thereof can be more easily located. Location of the recessed flanges is also accomplished by incorporation of molded raised vertical lines or depressed divets centered over the flanges and visible externally on the surface of the waffle wall module.
  • the tension members, and internal horizontal and vertical core elements of the waffle wall are all evenly aligned.
  • the invention is a thermal insulated building element, which has joined polystyrene elements with a loadbearing part containing a metal framework between the polystyrene elements said loadbearing part is filled with concrete in-site, furthermore has connecting elements joining the polystyrene elements, which is characterized by that, connecting elements joining the polystyrene elements (1) are plastic connecting elements (19) where fastening holes (8) serving joining the polystyrene elements (1) as well as nests (20) joining a framework (18) in a space (30) between the polystyrene elements (1) are formed, wherein the plastic connecting elements (19) are placed and fixed into the polystyrene elements (1) by means of clamping profiles (17).
  • the nests placed in the connecting element have flexible fastening projections.
  • fastening holes in the connecting element are circular or section shaped.
  • the building element according to the invention framework is a steel mesh frame and/or inner skeletal frame.
  • Fig 1 shows the lateral view of a preferred embodiment of the building element according to the invention.
  • Fig 2 shows E-E section of the building element according to Fig 1.
  • the figure shows polystyrene elements 1 in the connecting elements 19, into which placing and positioning of the framework 18 takes place. Fixing of connecting elements 19 into polystyrene elements 1 takes place with the clamping profiles 17. Joining of polystyrene elements 1 each other is ensured with the help of connecting element 21.
  • Fig 3 shows the enlarged view of detail F of the building element shown in Fig 2.
  • the figure shows the connecting element 21 placed into polystyrene element 1.
  • Fig 4 shows the perspective of a third preferred embodiment of the building element according to the invention. Connecting of polystyrene elements 1 and positioning of the framework 18 is done with the help of the connecting elements 19 and fixing of the connecting elements takes place with the help of the clamping profiles 17 into the polystyrene element 1.
  • Fig 5 shows the elevation of the embodiment of the connecting element of the building element according to the invention.
  • Fig 6 shows the lateral view of the connecting element shown in Fig 1.
  • Fig 7 shows the perspective of the connecting element shown in Fig 1.
  • the nest 20 was formed in the connecting element 19 placement of stiffener element 12 of the framework 18 takes place with a simple flipping.
  • Fastening hole 8 was formed in connecting element 19 ensuring positioning of connecting element 19 in polystyrene element 1 with the help of the clamping profile 17 led through it.
  • Fig 8 shows the front elevation of another embodiment of the connecting element shown in Fig 1 of the building element according to the invention.
  • Fig 9 shows the lateral view of the connecting element shown in Fig 8.
  • Fig 10 shows the perspective of the connecting element shown in Fig 8. This case for positioning of the clamping profile 17 a profile opening 23 was formed. We aimed to make easier placing of clamping profile 17 by forming the profile opening 23.
  • Fig 11 shows the elevation of the connecting element ensuring fastening of the building elements to each other.
  • Fig 12 shows the perspective of the connecting element 21 ensuring fastening of the building elements.
  • the straining profiles 25 of the connecting element 21 as well as the narrow part 24. Placing of the connecting element 21 into the polystyrene elements 1 takes place as follows: The flexible connecting element is placed into one of the grooves 3 formed on the edge of one of the polystyrene elements 1, which is flexibly fixed with the straining profile 25 in the groove 3.
  • Joining of the building elements according to the invention takes place with placing the connecting elements 21 to the sides of the polystyrene elements 1, then the adjoining polystyrene element 1 with the groove 3 on its side fit into this polystyrene element 1 and push it on to the connection profile 21. This way the adjoining building elements are fixed without shifting, which gives sufficient hold and positioning during compiling and filling with concrete.
  • Fig 13 shows another possible embodiment of the building element according to the invention.
  • Fig 14 shows the top view of the building element according to Fig 13.
  • Fig 15 shows the view from G-G section of the building element according to Fig 13.
  • Fig 16 shows the perspective from G-G section of the building element according to Fig 13.
  • a hollow 28 suitable for forming a vertical pillar is formed in the polystyrene element 1. Building of the wall takes place according to the method described according to the invention.
  • Fig 17 shows the lateral view of a possible embodiment of the girdle element joining the building element shown in Fig 13.
  • Fig 18 shows the top view of the girdle element according to Fig 17.
  • Fig 19 shows elevation view from H-H section of the girdle element according to Fig 17.
  • Fig 20 shows perspective from H-H section of the girdle element according to Fig 17.
  • Fig 21 shows the lateral view of a possible embodiment of the girdle element joining the building element shown in Fig 17 with the framework.
  • Fig 22 shows the top view of the girdle element joining the building element shown in Fig 21 with the framework.
  • Fig 23 shows the elevation view from I-I section of the girdle element joining the building element with the framework.
  • Fig 24 shows the perspective from I-I section of the building element with the framework.
  • the solution is not suitable for making a girdle.
  • a possible embodiment of the formwork according to the invention It can be seen in the figure, that a hollow 27 suitable for housing the relative reinforcement and forming the girdle is formed in the girdle 26 elements.
  • the girdle 26 elements are connected with the connecting element 19, on which the framework 18 is placed.
  • Fig 25 shows a possible embodiment of the building-in of the building element according to the invention.
  • special purpose buildings such as very tall buildings, or freezing houses beside keeping thermal insulation characteristics keeping structural parameters is also necessary. It can be ensured by the solution according to the invention such a way, that the polystyrene elements 1 and the connecting elements 19 as well as with the help of the framework 18 solutions in accordance with statical structural measurements.
  • the advantage of the solution according to the invention is, that it makes possible easy and quick production of various thermal insulated walls in-site.
  • Structural formation makes possible beside simple and durable connecting of polystyrene elements the placing and positioning of several reinforcements, grids, loadbearing structures.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Cooling Or The Like Of Electrical Apparatus (AREA)
  • Casings For Electric Apparatus (AREA)
  • Toilet Supplies (AREA)
  • Patch Boards (AREA)

Claims (4)

  1. Thermisch isoliertes Bauelement, das miteinander verbundene Polystyrenelemente mit einem zwischen den Polystyrenelementen angeordneten lasttragenden Teil mit einem Metallgerüst aufweist, wobei der lasttragende Teil vor Ort mit Zement befüllbar ist, wobei das thermisch isolierende Bauelement ferner Kunststoffverbindungselemente aufweist, welche die Polystyrenelemente verbinden, wobei in den Kunststoffverbindungselementen (19) Nester (20)'ausgebildet sind, die das Gerüst (18) in einem Raum (30) zwischen den Polystyrenelementen (1) verbinden,
    dadurch gekennzeichnet, dass
    in den Kunststoffverbindungselementen, welche die Polystyrenelemente (1) verbinden, Befestigungsöffnungen (8) ausgebildet sind, welche zum Befestigen mit den Polystyrenelementen (1) dienen, wobei die Kunststoffverbindungselemente (19) mittels Klemmprofilen (17), die durch die Befestigungsöffnungen (8) geführt werden, in den Polystyrenelementen (1) angeordnet und befestigt werden.
  2. Bauelement nach Anspruch 1, dadurch gekennzeichnet, dass die in dem Verbindungselement (19) ausgebildeten Nester (20) flexible Befestigungsvorsprünge aufweisen.
  3. Bauelement nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Befestigungsöffnungen (8) in dem Verbindungselement (19) kreisförmig sind.
  4. Bauelement nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass das Gerüst (4) ein Stahlgittergerüst und/oder ein Innenskelettgerüst ist.
EP03720763A 2002-12-30 2003-04-08 Bauelement für die mantelbetonbauweise Expired - Lifetime EP1583873B1 (de)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
HU0204582A HU0204582D0 (en) 2002-12-30 2002-12-30 Heat insulated block
HU0204582 2002-12-30
HU0300646 2003-03-12
HU0300646A HU226877B1 (en) 2003-03-12 2003-03-12 Heat insulated block
PCT/HU2003/000027 WO2004059099A1 (en) 2002-12-30 2003-04-08 Thermal insulated building element

Publications (2)

Publication Number Publication Date
EP1583873A1 EP1583873A1 (de) 2005-10-12
EP1583873B1 true EP1583873B1 (de) 2007-06-13

Family

ID=89981215

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03720763A Expired - Lifetime EP1583873B1 (de) 2002-12-30 2003-04-08 Bauelement für die mantelbetonbauweise

Country Status (8)

Country Link
US (2) US20060185291A1 (de)
EP (1) EP1583873B1 (de)
AT (1) ATE364763T1 (de)
AU (1) AU2003224338A1 (de)
CA (1) CA2512211C (de)
DE (1) DE60314459T2 (de)
IL (1) IL169473A (de)
WO (1) WO2004059099A1 (de)

Families Citing this family (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2875833B1 (fr) 2004-09-24 2007-07-06 Ceprotek Sa Element de banche pour la realisation de panneau moule et structure de banche obtenue par assemblage de tels elements
ITBO20070351A1 (it) * 2007-05-11 2008-11-12 Angelo Candiracci Pannello per la realizzazione di una costruzione edile.
CA2614914C (en) 2007-10-15 2016-05-10 Alven J. Way Multi-storey insulated concrete form structure and method of construction
AU2009307016A1 (en) * 2008-10-24 2010-04-29 2158484 Ontario Inc. Concrete form module and form panel structures
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
EP2376724B1 (de) 2009-01-07 2016-11-09 CFS Concrete Forming Systems Inc. Verfahren und vorrichtung zum wiederherstellen, reparieren, verstärken und/oder schützen von strukturen mithilfe von beton
US8555583B2 (en) 2010-04-02 2013-10-15 Romeo Ilarian Ciuperca Reinforced insulated concrete form
US9957713B2 (en) * 2011-05-11 2018-05-01 Composite Technologies Corporation Load transfer device
KR101454276B1 (ko) * 2012-01-17 2014-10-23 정문형 흙 건조물의 축조 방법
CN106255785B (zh) 2014-04-04 2019-03-08 Cfs 混凝土模板系统公司 用于结构模板工件系统的面板的不透液且不透气的连接
CN103953130B (zh) * 2014-05-04 2016-06-08 杜彬 建筑外墙水泥发泡保温罩板墙体结构
CN104060723B (zh) * 2014-07-09 2016-06-08 哈尔滨鸿盛房屋节能体系研发中心 一种钢架与保温模块结合的厂房墙体结构
WO2017113016A1 (en) 2015-12-31 2017-07-06 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
EP3306004A1 (de) * 2016-10-10 2018-04-11 FRD Fusion sprl Bausystem mit selbstverschalung
EP3607152B1 (de) 2017-04-03 2023-09-27 CFS Concrete Forming Systems Inc. Weitspannige verbleibende decken auskleidungen
CN107130712A (zh) * 2017-05-31 2017-09-05 中国十九冶集团有限公司 轻钢结构住宅墙体
US20200173170A1 (en) * 2017-06-20 2020-06-04 Haim Bar Insulating concrete form
CN107313530B (zh) * 2017-08-23 2019-11-08 上海君道住宅工业有限公司 一种可填充式多功能墙体结构
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
US11248383B2 (en) 2018-09-21 2022-02-15 Cooper E. Stewart Insulating concrete form apparatus
EP3921493A4 (de) 2019-02-08 2022-11-09 CFS Concrete Forming Systems Inc. Rückhalter zum wiederherstellen, reparieren, verstärken, schützen, isolieren und/oder verkleiden von strukturen
EP4069913A1 (de) * 2019-12-06 2022-10-12 Laszlo Mathe Anordnung zur bildung einer wärmegedämmten wand, verbindungsvorrichtung, fixiervorrichtung und platte
US20220290429A1 (en) * 2021-03-12 2022-09-15 Ascent Projects Inc. Building System Including Concrete Formwork Using Concrete Shells

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US5852907A (en) * 1994-05-23 1998-12-29 Afm Corporation Tie for foam forms
US5809725A (en) * 1995-07-18 1998-09-22 Plastedil S.A. Sectional nog structure for fastening a covering element to a foamed plastic slab and construction element incorporating said structure
US6178711B1 (en) * 1996-11-07 2001-01-30 Andrew Laird Compactly-shipped site-assembled concrete forms for producing variable-width insulated-sidewall fastener-receiving building walls
IT1297654B1 (it) * 1997-09-02 1999-12-20 Salvatore Trovato Sistema per la costruzione di muri portanti e non, a spessore variabile,isolati e con paramenti finiti, mediante l'assemblaggio a
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US6279285B1 (en) * 1999-01-18 2001-08-28 K-Wall Poured Walls, Inc. Insulated concrete wall system
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US6536172B1 (en) * 1999-06-01 2003-03-25 Victor A. Amend Insulating construction form and manner of employment for same
US6263638B1 (en) * 1999-06-17 2001-07-24 Composite Technologies Corporation Insulated integral concrete wall forming system
US6308484B1 (en) * 1999-08-05 2001-10-30 Thermalite, Inc. Insulated concrete forming system
US20020017070A1 (en) * 2000-06-30 2002-02-14 Batch Juan R. Plastic module for insulated concrete waffle wall
US6935081B2 (en) * 2001-03-09 2005-08-30 Daniel D. Dunn Reinforced composite system for constructing insulated concrete structures
HU2348U (en) * 2001-03-30 2002-08-28 Laszlo Mathe Heat-insulated walling unit and wall
DE10215851A1 (de) * 2001-04-11 2002-10-17 Thomas Classen Schalungsabstandshalter
CA2346328A1 (en) * 2001-05-04 2002-11-04 Jean-Louis Beliveau Improvements in a stackable construction panel system
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US7415804B2 (en) * 2002-09-05 2008-08-26 Coombs Jerry D Isulated concrete form having welded wire form tie

Also Published As

Publication number Publication date
DE60314459D1 (de) 2007-07-26
EP1583873A1 (de) 2005-10-12
WO2004059099A1 (en) 2004-07-15
CA2512211A1 (en) 2004-07-15
DE60314459T2 (de) 2008-02-21
US20060185291A1 (en) 2006-08-24
IL169473A (en) 2009-02-11
AU2003224338A1 (en) 2004-07-22
US20120311949A1 (en) 2012-12-13
ATE364763T1 (de) 2007-07-15
CA2512211C (en) 2010-09-07

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