EP0519146B1 - Bauelement zur Begrenzung einer Stirnfläche einer Schalung - Google Patents

Bauelement zur Begrenzung einer Stirnfläche einer Schalung Download PDF

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Publication number
EP0519146B1
EP0519146B1 EP91810456A EP91810456A EP0519146B1 EP 0519146 B1 EP0519146 B1 EP 0519146B1 EP 91810456 A EP91810456 A EP 91810456A EP 91810456 A EP91810456 A EP 91810456A EP 0519146 B1 EP0519146 B1 EP 0519146B1
Authority
EP
European Patent Office
Prior art keywords
concrete
openings
shuttering
masonry
fact
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
EP91810456A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0519146A1 (de
Inventor
Fritz Brechbuehler
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.)
Brefeba NV
Original Assignee
Brefeba NV
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 Brefeba NV filed Critical Brefeba NV
Priority to AT91810456T priority Critical patent/ATE117402T1/de
Priority to EP91810456A priority patent/EP0519146B1/de
Priority to DE59104335T priority patent/DE59104335D1/de
Priority to ES91810456T priority patent/ES2067199T3/es
Priority to DK91810456.3T priority patent/DK0519146T3/da
Priority to ZA924205A priority patent/ZA924205B/xx
Priority to AU18191/92A priority patent/AU648672B2/en
Priority to CA002071111A priority patent/CA2071111C/en
Priority to FI922762A priority patent/FI96531C/fi
Priority to CN92105635A priority patent/CN1070976A/zh
Priority to KR1019920010392A priority patent/KR930000776A/ko
Priority to NO92922354A priority patent/NO922354L/no
Priority to JP4157761A priority patent/JP2572185B2/ja
Priority to US07/900,949 priority patent/US5291713A/en
Publication of EP0519146A1 publication Critical patent/EP0519146A1/de
Application granted granted Critical
Publication of EP0519146B1 publication Critical patent/EP0519146B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • 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
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/365—Stop-end shutterings
    • 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
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/085—End form panels for walls
    • 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
    • E04G21/10—Devices for levelling, e.g. templates or boards

Definitions

  • the invention relates to a component for delimiting an end face of a formwork according to the preamble of claim 1.
  • EP-A-289261 The component mentioned at the outset is disclosed in EP-A-289261 and is designed as a guide rail for the casting of floors and contains the idea of providing openings for the penetration of reinforcing irons and the like, and to equip the element with a steel braid which also extends over extends the openings.
  • this element is only intended for a narrow range of applications, i.e. for creating floors.
  • a shear toothing is generated between two adjacent components in order to achieve the object, in that the longitudinal sides of the component are offset on both sides with respect to the surfaces, the outer edges of the longitudinal sides having a predetermined surface quality and the end faces of the element each having a complementary shoulder.
  • a reinforcement mesh made of plastic is used, which is completely surrounded by concrete, in order not to allow any corrosion.
  • openings are arranged in two rows and are rectangular.
  • the device according to the embodiment of Figure 1 consists of a prefabricated element 1 made of a relatively fine concrete with a width W, which corresponds to the thickness of the masonry to be erected (see Figure 4 or 5) and a modular length L.
  • This can be a floor, a ceiling, a wall or the like.
  • the present example has two rows of rectangular openings 2 through which the reinforcing bars 3 can be inserted.
  • FIG. 6 it is also possible to push through other lines 4, for example tubes for electrical lines or the like.
  • a plastic grid 5 is arranged in half the thickness of the concrete element, which on the one hand gives the concrete element greater hold and breaking strength and on the other hand prevents the introduced concrete from flowing out.
  • the tensile strength of the plastic grid is chosen such that when the concrete element is attached, no excessively high forces have to be applied when piercing the reinforcing bars.
  • a series of holes 6 can be arranged in the center thereof, which mainly have the function of reducing the weight of the element. In the case of narrower elements, however, the middle row is not always useful or necessary.
  • the cross section of the element can be seen from FIG. 2 and it can be seen from this that the two side edges 7 and 8 are offset with respect to both surfaces are, the purpose of the paragraphs clearly shown in Figure 4, because there the element is held in the correct position by means of two stop pieces 10 of the formwork 16.
  • the two outer edges 11 of the element are smooth, that is to say they have at least the quality of the wall to be erected, since they are visible on the finished masonry.
  • the broad sides 12 and 13 can each be provided with a shoulder 14 and 15 which are complementary to one another in thickness, as can be seen from FIG. 3. From Figure 1 it is also clear that the plastic grid does not extend over the entire extent of the element, but is dimensioned somewhat smaller so that it is completely contained and protected in the concrete.
  • the size, shape and number of openings 2 depend on the type of building to be erected and on the construction or arrangement of the reinforcement that is used. For example, a length to width ratio of the rectangular openings of 1 to 2 and a division into five are expedient.
  • Such elements can be used wherever walls, floors and ceilings are manufactured in sections, and in particular also for crane cutouts. Since the elements do not contain iron reinforcement, it is easy to cut them to the correct length where necessary at a construction site. Since the element is part of the masonry to be erected, materials must be used that are not attacked by the concrete. Therefore, the use of concrete is particularly advantageous for the manufacture of the elements, but other materials, such as non-oxidizing metal, can also be used for certain applications.
  • FIGS. 4 and 5 show the two steps involved in placing the concrete in the formwork 16, the erected concrete ceiling 17 being visible in FIG. 5 and the formwork 16 being shifted to the left in order to accommodate the subsequent concrete ceiling. You can also see that element 1 remains in the ceiling and integrates there. In addition, it can be seen from FIG. 6 that this element creates a serration between the two wall parts.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Moulds For Moulding Plastics Or The Like (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Ultra Sonic Daignosis Equipment (AREA)
  • Medicines Containing Material From Animals Or Micro-Organisms (AREA)
  • Pens And Brushes (AREA)
EP91810456A 1991-06-17 1991-06-17 Bauelement zur Begrenzung einer Stirnfläche einer Schalung Expired - Lifetime EP0519146B1 (de)

Priority Applications (14)

Application Number Priority Date Filing Date Title
AT91810456T ATE117402T1 (de) 1991-06-17 1991-06-17 Bauelement zur begrenzung einer stirnfläche einer schalung.
EP91810456A EP0519146B1 (de) 1991-06-17 1991-06-17 Bauelement zur Begrenzung einer Stirnfläche einer Schalung
DE59104335T DE59104335D1 (de) 1991-06-17 1991-06-17 Bauelement zur Begrenzung einer Stirnfläche einer Schalung.
ES91810456T ES2067199T3 (es) 1991-06-17 1991-06-17 Elemento constructivo para limitar una superficie frontal de un encofrado.
DK91810456.3T DK0519146T3 (da) 1991-06-17 1991-06-17 Byggeelement til afgrænsning af en forskallings endeflader
ZA924205A ZA924205B (en) 1991-06-17 1992-06-09 Construction element for limiting the fore part of a formwork
CA002071111A CA2071111C (en) 1991-06-17 1992-06-12 Construction element for limiting the fore part of a formwork
AU18191/92A AU648672B2 (en) 1991-06-17 1992-06-12 Construction element for limiting the fore part of a formwork
FI922762A FI96531C (fi) 1991-06-17 1992-06-15 Rakennuselementti muotin etuosan rajoittamiseksi
CN92105635A CN1070976A (zh) 1991-06-17 1992-06-16 用于限定模板前部的构件
KR1019920010392A KR930000776A (ko) 1991-06-17 1992-06-16 거푸집의 전방부를 제한하는 건축 부품
NO92922354A NO922354L (no) 1991-06-17 1992-06-16 Stoepeelement for avgrensning av forpartiet av en forskaling
JP4157761A JP2572185B2 (ja) 1991-06-17 1992-06-17 仮枠の前部を制限する建造要素
US07/900,949 US5291713A (en) 1991-06-17 1992-06-17 Construction element for limiting the fore part of a formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP91810456A EP0519146B1 (de) 1991-06-17 1991-06-17 Bauelement zur Begrenzung einer Stirnfläche einer Schalung

Publications (2)

Publication Number Publication Date
EP0519146A1 EP0519146A1 (de) 1992-12-23
EP0519146B1 true EP0519146B1 (de) 1995-01-18

Family

ID=8208851

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91810456A Expired - Lifetime EP0519146B1 (de) 1991-06-17 1991-06-17 Bauelement zur Begrenzung einer Stirnfläche einer Schalung

Country Status (14)

Country Link
US (1) US5291713A (xx)
EP (1) EP0519146B1 (xx)
JP (1) JP2572185B2 (xx)
KR (1) KR930000776A (xx)
CN (1) CN1070976A (xx)
AT (1) ATE117402T1 (xx)
AU (1) AU648672B2 (xx)
CA (1) CA2071111C (xx)
DE (1) DE59104335D1 (xx)
DK (1) DK0519146T3 (xx)
ES (1) ES2067199T3 (xx)
FI (1) FI96531C (xx)
NO (1) NO922354L (xx)
ZA (1) ZA924205B (xx)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103029204A (zh) * 2012-12-26 2013-04-10 中南建设（沈阳）建筑产业有限公司 一种预制叠合板的模数化侧模

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1013136C2 (nl) * 1999-09-24 2000-07-31 Vbi Ontwikkeling Bv Kanaalplaat voor het vormen van een vloerveld waarin leidingen kunnen worden opgenomen, alsmede werkwijze voor het vormen van een vloerveld met leidingen met behulp van dergelijke kanaalplaten.
ATE531864T1 (de) * 2002-11-21 2011-11-15 Ankaba Ag Abschalungsplatte sowie verfahren zu ihrer herstellung und befestigung
DE10335941B3 (de) * 2003-08-04 2004-12-16 Peri Gmbh Schalungssystem zur Ausbildung von Bewehrungsübergängen von Betonbauteilen und/oder zum Abschluss von Betonschalungen
NO319875B1 (no) * 2003-11-14 2005-09-26 Bent Habberstad Anordning for tetting av endesteng ved støping av betong
EP1947257B1 (de) * 2007-01-17 2019-03-13 Pino Albanese Abschalungselement
EP1947256B1 (de) * 2007-01-17 2016-03-23 Pino Albanese Abschalungsvorrichtung
CN103485423B (zh) * 2013-09-26 2015-12-02 中国华冶科工集团有限公司 后浇带留置的方法
CN104328907B (zh) * 2014-11-05 2016-03-23 北方重工集团有限公司 一种带有拆模装置的混凝土磁性边模
JP6484447B2 (ja) * 2015-01-21 2019-03-13 大成建設株式会社 壁躯体のコンクリート打設方法
US20180355626A1 (en) * 2017-04-07 2018-12-13 J. Matthew Lash Bulkhead assembly for use with a concrete form

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2631450A (en) * 1943-07-06 1953-03-17 Lachaise Jean Celest Hippolyte Prestressed reinforced concrete floor beam
US3990200A (en) * 1970-07-02 1976-11-09 Takenaka Komuten Company, Ltd. Apparatus for forming reinforced concrete wall
DE2623388C2 (de) * 1976-05-25 1983-01-20 Cillichemie Ernst Vogelmann Gmbh & Co, 7100 Heilbronn Vorgefertigtes Einbauteil zur Bildung einer Wandungsdurchdringung bei einem Schwimmbecken o.dgl. aus Beton
CH646751A5 (de) * 1980-05-01 1984-12-14 Pawe Ag Verwendung von aus streckmetall oder aus blech mit aufgerauhter oberflaeche bestehenden profilelementen bei der betonierung eines bauwerkes.
CH655872A5 (de) * 1982-05-04 1986-05-30 Witschi H Verfahren und anlage zur herstellung eines als verlorene abschalung verwendbaren profilelementes.
SE431667B (sv) * 1982-06-15 1984-02-20 Tremix Ab System for anvendning vid gjutning av betonggolv samt sett och form for tillverkning av i systemet ingaende balkar
DE8625714U1 (de) * 1986-09-26 1986-11-13 Jahr, Heinz, Ing.(grad.), 7500 Karlsruhe Fugen-Schalungs-Element
DE8705002U1 (de) * 1987-04-03 1987-08-20 Max Frank GmbH & Co KG, 8448 Leiblfing Einbauhilfe zum Abschalen eines Betonbauteils in einem Anschlußbereich
GB8709877D0 (en) * 1987-04-27 1987-06-03 Clifton R A Concrete screed rails

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103029204A (zh) * 2012-12-26 2013-04-10 中南建设（沈阳）建筑产业有限公司 一种预制叠合板的模数化侧模
CN103029204B (zh) * 2012-12-26 2014-12-10 江苏中南建筑产业集团有限责任公司 一种预制叠合板的模数化侧模

Also Published As

Publication number Publication date
EP0519146A1 (de) 1992-12-23
AU648672B2 (en) 1994-04-28
FI96531B (fi) 1996-03-29
NO922354D0 (no) 1992-06-16
KR930000776A (ko) 1993-01-15
CN1070976A (zh) 1993-04-14
AU1819192A (en) 1993-01-21
FI96531C (fi) 1996-07-10
DE59104335D1 (de) 1995-03-02
JP2572185B2 (ja) 1997-01-16
NO922354L (no) 1992-12-18
CA2071111A1 (en) 1992-12-18
FI922762A (fi) 1992-12-18
ATE117402T1 (de) 1995-02-15
CA2071111C (en) 1995-04-04
ES2067199T3 (es) 1995-03-16
JPH0673880A (ja) 1994-03-15
FI922762A0 (fi) 1992-06-15
US5291713A (en) 1994-03-08
ZA924205B (en) 1993-03-31
DK0519146T3 (da) 1995-04-10

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