EP0262401B1 - Vorrichtung zur Halterung eines Ankers beim Betonieren eines Betonfertigteiles - Google Patents

Vorrichtung zur Halterung eines Ankers beim Betonieren eines Betonfertigteiles Download PDF

Info

Publication number
EP0262401B1
EP0262401B1 EP87112460A EP87112460A EP0262401B1 EP 0262401 B1 EP0262401 B1 EP 0262401B1 EP 87112460 A EP87112460 A EP 87112460A EP 87112460 A EP87112460 A EP 87112460A EP 0262401 B1 EP0262401 B1 EP 0262401B1
Authority
EP
European Patent Office
Prior art keywords
shaped member
lifting
lifting part
member according
recess
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
EP87112460A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0262401A1 (de
Inventor
Siegfried Fricker
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.)
Leviat GmbH
Unistrut Europe PLC
Original Assignee
Unistrut Europe PLC
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 Unistrut Europe PLC filed Critical Unistrut Europe PLC
Publication of EP0262401A1 publication Critical patent/EP0262401A1/de
Application granted granted Critical
Publication of EP0262401B1 publication Critical patent/EP0262401B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • 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
    • B28B23/005—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with anchoring or fastening elements for the shaped articles
    • 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
    • E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/04—Cores for anchor holes or the like around anchors embedded in the concrete

Definitions

  • the invention relates to a molded body with the features of the preamble of claim 1.
  • blind holes are formed in the molded body material on the head side, which are open on the upper or lifting side facing away from the precast concrete part. After the concrete has hardened, two round rods can be inserted into these blind holes, by means of which the shaped bodies can be subsequently removed from the precast concrete element by scissors-like compression. When installing or manufacturing the prefabricated concrete part, it can happen that the blind holes fill up with concrete, so that the round bars cannot be inserted and thus subsequent removal of the molded body is not possible. Another disadvantage is that for the subsequent lifting of the molded body from the precast concrete always round rods are to be kept or procured that fit into the blind holes of the molded body.
  • the object of the invention is to develop a molded body with the features of the preamble of claim 1 to the effect that absolutely reliable extraction from the prefabricated concrete part can be achieved with simple means without special lever bars.
  • the molded body 1 according to the invention can be cast with an anchor 2 into a prefabricated concrete part (not shown here) produced with the help of a removed formwork 3. It can be seen that the formwork 3 is penetrated by a wing nut 4, the mounting screw 5 and that under the formwork 3 there is a holding plate 6, which in a formed on the upper lifting side 7 rectangular recess 8 of the molded body 1 so it can be used that a largely flat conclusion is given. On the underside of the holding plate 6 there are two cylindrical pins 9 which can be inserted into two bores 10 of the molded body 1.
  • the molded body 1 has, as shown in FIG. 6 two mold core parts 11, 12 which have high material stability and can preferably be made of polyamide, as a result of which the molded body 1 is given a high degree of inherent rigidity.
  • the core parts 11, 12 are surrounded by a jacket 13, which consists of a flexible material and can preferably be made of an elastic polyurethane, which is resistant to chemical-physical effects on the part of the concrete or the formwork material (formwork oil or the like) and mechanical loads largely resists when inserting the anchor 2 and removing the molded body 1 from the precast concrete part.
  • the flexible jacket 13 is designed so that there is a film hinge-like predetermined bending point 14 in the center region at the base of the recess 8, so that the two sides of the molded body 1 with the two core parts 11, 12 can be bent somewhat upward about the axis of the predetermined bending point 14 and the lugs 16, 17 of the core parts 11, 12 engaging in an opening of the armature head 15 disengage and release the armature 2.
  • the holes 10 used to fasten the molded body 1 to the formwork 3 are spaced to the left and right of the predetermined bending point 14.
  • the bore 10 shown on the left in the drawing (FIG. 6) has a metal plate 18 in the lower region, which can have such shapes that a bayonet-type pin lock is possible.
  • a threaded nut 19 is held, into which a pin thread can be screwed, so that the molded body 1 with its upper end face or lifting side 7 can be pulled against the inside of the formwork 3.
  • the molded body 1 has at least one lifting part 20.
  • the lifting part 20 can preferably be a wire rope or a cord, it being advantageous to form the rope as a loop or loop, so that an insertion opening 21 is formed, into which an auxiliary tool, preferably a so-called mason hammer, which the concrete workers at the daily work as a common tool is always available, can be inserted to pry out the molded body 1 from the precast concrete.
  • the lifting part 20 for example from a sheet of metal, as a flat rectangular tab, for example a hinge, and to provide this with a hole into which the auxiliary tool or mason hammer can be inserted.
  • the loop-shaped lifting part designed as a rope 20 can preferably consist of metal wires or a highly tear-resistant plastic cord.
  • the ends of the wire rope-shaped raised body 20 can be combined by means of a crimp sleeve 23 and fixed with this in the molded body 1.
  • the ends of the cable loop-shaped lifting part 20 are combined on a threaded bolt 24, via which a firm anchoring in the molded body 1 can also be achieved.
  • the lifting part 20 can expediently be positioned on the shaped body 1 in such a way that it is located within the shell-shaped recess 8 on the upper head side or lifting side 7. It may be advantageous to measure the total length or the sum of the length of the lifting slings 20 so that it is not greater than the length of the recess 8. This ensures that the lifting parts 20 are in any case entirely from the recess 8 can be recorded and stored sunk in this. For this purpose, it may be advantageous to arrange the lifting slings 20 so that they are embedded somewhat obliquely in the molded body 1, in such a way that the two lifting parts are slightly inclined towards one another, so that an inwardly inclined inclination toward the center of the molded body is predetermined is. This ensures that the lifting loops 20 are automatically folded inwards against the formwork 3 when the molded body 1 is screwed on and bend into the recess 8 by itself or in a positively driven manner.
  • the two lifting parts 20 are fastened in one of the two mold core parts 11, 12, whereby they can expediently be cast in the plastic material of the mold core parts 11, 12, so that there is a positive anchoring. It can be seen that the lifting loops 20 are at an even greater distance from one another than the two bores 10 of the molded body 1.
  • the loop-shaped lifting parts 20 are thus anchored with their crimp sleeves 23 to the left or right next to the bores 10 in the molded core parts 11, 12, so that for a smooth levering out of the molded body 1 from the prefabricated concrete part there are relatively large lever arms from the lifting parts 20 to the predetermined bending point 14 located in the center of the distance.
  • FIG. 2 and 6 show that the lifting parts 20 are erected and the upper lifting side 7 protrude outwards.
  • a mason hammer or the like can be inserted into the insertion openings 21 to lift out the molded body 1.
  • the cable loop-shaped lifting parts 20 are bent inwards and are thus completely recessed in the recess 8.
  • the only wire-shaped lifting part 20 is arranged in an arc shape in the region of the recess 8, so that a bracket is practically formed, which spans the predetermined bending point 14 and the two bores 10 of the molded body 1.
  • one end 25 of the rope-shaped lifting bracket 20 is firmly cast in one (left) mold core part 11 and the other end 26 in the other (right) mold core part 12 of the molded body 1.
  • the ends 25, 26 can be bent into hooks 22 similar to those shown in FIG. 3 shown.
  • the arch-shaped lifting part 20 can also be bent so that it is located within the recess 8.
  • This design has the advantage that only an auxiliary tool, such as a mason hammer, is to be placed in the middle of the rope-shaped lifting part 20 and only has to be pulled vertically upwards in one direction for lifting the molded body 1, the molded body 1 being centered around the predetermined bending point 14 can tilt up slightly and can thus be lifted out of the precast concrete more easily. In this embodiment, too, a uniform distribution of the lifting forces on the two sides of the molded body 1 is achieved.
  • the advantage is achieved that, when the shaped body 1 is installed over a wide area and the concrete is subsequently pulled off or smoothed by the resilient restoring forces of the wire loops 20, the shaped body 1 is easily found again and again even if it should have sunk a bit into the concrete.
  • the surface of the molded body 1 is covered with a thin concrete layer of about 2 to 5 mm, so that the lifting side 7 of the molded body 1 is no longer visible.
  • the preferably wire-loop-shaped lifting parts 20 also offer the advantage that later, after the concrete has hardened when the molded part 1 is lifted out, the mason hammer, which is always readily available to the concrete worker, can be used as a hook by guiding the tip of the mason hammer through the loop and the Shaped body 1 by oblique drawing can be lifted upwards.
  • the cable loop-shaped lifting parts 20 easily fold when screwing the molded body 1 and immerse it in the recess 8 of the molded body 1. After the molded body 1 has been removed from the formwork 3, the wire loops can spring back and are thus immediately ready for use again.
  • a major advantage is that no drilling holes can run anymore and that the lifting slings 20 can be hooked into the lifting slings 20 at any time with simple auxiliary tools that are always present in the construction and the molded body 1 can be pulled out without problems.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP87112460A 1986-09-02 1987-08-27 Vorrichtung zur Halterung eines Ankers beim Betonieren eines Betonfertigteiles Expired - Lifetime EP0262401B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19863629772 DE3629772A1 (de) 1986-09-02 1986-09-02 Formkoerper zur halterung eines ankers beim betonieren eines betonfertigteiles
DE3629772 1986-09-02

Publications (2)

Publication Number Publication Date
EP0262401A1 EP0262401A1 (de) 1988-04-06
EP0262401B1 true EP0262401B1 (de) 1990-11-28

Family

ID=6308696

Family Applications (1)

Application Number Title Priority Date Filing Date
EP87112460A Expired - Lifetime EP0262401B1 (de) 1986-09-02 1987-08-27 Vorrichtung zur Halterung eines Ankers beim Betonieren eines Betonfertigteiles

Country Status (8)

Country Link
US (1) US4821994A (no)
EP (1) EP0262401B1 (no)
JP (1) JPH07122336B2 (no)
KR (1) KR880004188A (no)
CA (1) CA1291630C (no)
DE (2) DE3629772A1 (no)
DK (1) DK162032C (no)
NO (1) NO873665L (no)

Families Citing this family (48)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5004208A (en) * 1990-01-25 1991-04-02 Domizio George T Removable recess forming insert
FR2672648B1 (fr) * 1991-02-08 1993-04-16 Mure Ets Dispositif pour le maintien, provisoire d'un organe de levage sur une surface metallique de coffrage pendant les phases de coulee et de prise du beton d'un element en beton prefabrique.
DE9105539U1 (no) * 1991-05-04 1991-08-14 Mtk-Magnettechnik Gmbh & Co. Kg, 5650 Solingen, De
DE9117119U1 (de) * 1991-09-25 1996-02-01 Philipp Gmbh Geb Seilschlaufeneinlegeteil für den Verbund von Betonfertigteilen
GB9309594D0 (en) * 1993-05-10 1993-06-23 Conac Ltd Method and apparatus for use in forming recesses in cast bodies
US5651911A (en) * 1995-11-02 1997-07-29 Pennypacker; J. Edward Removable insert for forming recess
DE29612573U1 (de) * 1996-07-20 1997-11-20 Pfeifer Seil Hebetech Vorrichtung zum Verbund von Betonfertigteilen
DE29616746U1 (de) * 1996-09-25 1996-11-14 Ytong Ag Transportverankerung
IT1305797B1 (it) * 1998-06-25 2001-05-16 G M Attrezzature S R L Metodo di ancoraggio di sicurezza particolarmante per il sollevamentodi lastroni in calcestruzzo e congegno di aggancio attuativo di esso.
US6082700A (en) * 1998-12-17 2000-07-04 Dayton Superior Corporation Anchor positioning insert
AU770091B2 (en) * 1999-04-08 2004-02-12 Dayton Superior Corporation Concrete void former and cooperating cover
US6581996B1 (en) 1999-04-27 2003-06-24 Lawrence Fromelius Lifting system for use in hoisting, particularly heavy cast panels
DE19950675C5 (de) * 1999-10-21 2005-04-21 Gebr. Seifert Gmbh + Co Transportanker zum Einbetten in Stahlbetonfertigteile
US6550834B2 (en) * 2000-11-30 2003-04-22 Lawrence Fromelius Removable insert for creating a void space, as in precast concrete panels
WO2001081234A2 (en) * 2000-04-26 2001-11-01 Lawrence Fromelius Lifting system for use in hoisting, particularly heavy cast panels
US6431508B1 (en) * 2000-11-06 2002-08-13 The United States Of America As Represented By The Secretary Of The Navy Adaptable and universal system for attachments
US6575424B2 (en) 2001-03-26 2003-06-10 George Thomas Domizio Void forming device
US6769663B2 (en) * 2001-06-25 2004-08-03 Meadow Burke Products Void forming and anchor positioning apparatus and method for concrete structures
ES2217905B1 (es) * 2001-10-26 2006-02-01 Jesus Sanchez Reñasco Sistema de registro empotrable para anclajes en obra.
US7032354B2 (en) 2001-12-19 2006-04-25 Universal Form Clamp Co., Inc. Sandwich erection lift anchor with welding plate assembly
US7127859B2 (en) * 2002-02-08 2006-10-31 George Domizio Hand-held void-forming system and anchor applicator
CA2376531A1 (en) * 2002-03-14 2003-09-14 Sky Cast Inc. Hole forming plug
US20030213206A1 (en) * 2002-05-01 2003-11-20 Universal Form Clamp Co., Inc. Anchor for embedment in concrete members
US7222460B2 (en) 2002-07-17 2007-05-29 Dayton Superior Corporation Cover for a concrete construction
US7137609B2 (en) * 2003-01-09 2006-11-21 Pennsylvania Insert Corp. Pulling iron pocket, lid and shield
US7111432B2 (en) * 2003-02-19 2006-09-26 Universal Form Clamp Of Chicago, Inc. Passthrough concrete anchor
US7004443B2 (en) * 2003-03-19 2006-02-28 Dayton Superior Corporation Concrete void former
US20050044811A1 (en) * 2003-08-27 2005-03-03 Universal Form Clamp Co., Inc. Ring lift anchor
US20050055958A1 (en) * 2003-08-27 2005-03-17 Universal Form Clamp Co., Inc. W foot anchor
US7065925B2 (en) * 2004-02-11 2006-06-27 Universal Form Clamp Of Chicago, Inc. Concrete anchor
US20060248811A1 (en) * 2005-05-04 2006-11-09 Universal Form Clamp Co., Inc. Anchor positioning assembly
NZ566024A (en) * 2005-09-06 2011-09-30 Itw Construction Products Australia Pty Ltd Void former for forming a viod in cast concrete
US20070251169A1 (en) * 2006-04-26 2007-11-01 Dahl Kjell L Grouted rebar dowel splice
US8413400B2 (en) * 2006-06-13 2013-04-09 Woodstock Percussion Pty Ltd. Recess former for concrete panels
US8024896B2 (en) * 2007-02-21 2011-09-27 Michael Azarin Anchor recess former
US20100000175A1 (en) * 2008-07-02 2010-01-07 Rod Johnson Recess Forming and Anchor Positioning Apparatus
US20220316224A1 (en) * 2009-04-09 2022-10-06 Pf3 Global, Llc Systems and Methods of Concrete Apparatus with Incorporated Lifter
US11371252B2 (en) * 2018-07-11 2022-06-28 Pf3 Global Llc Systems and methods of concrete apparatus with incorporated lifter
US8511038B2 (en) * 2011-02-15 2013-08-20 Randel Brandstrom Concrete panel with fiber reinforced rebar
US8959847B2 (en) 2012-06-20 2015-02-24 Meadow Burke Method and apparatus for attaching temporary lifting members to an existing lifting anchor
US9151065B1 (en) 2012-09-27 2015-10-06 A.L. Patterson, Inc. Precast concrete lift anchor assembly
US8800220B1 (en) * 2012-09-28 2014-08-12 Sidney E. Francies, III Precast concrete recess insert
US8826605B2 (en) 2012-10-05 2014-09-09 Oldcastle Precast, Inc. Lifting and bracing system for a wall panel
CA2997743A1 (en) 2017-03-14 2018-09-14 Silverline Safety Systems Corp. Recessed concrete anchor
KR102011716B1 (ko) * 2017-05-19 2019-08-19 주식회사 메이크순 건축 슬래브용 인서트
US10132092B1 (en) * 2017-07-26 2018-11-20 Maestro International, Llc Recess insert for lift anchor assembly
US10968645B2 (en) 2018-03-20 2021-04-06 Meadow Burke, Llc Anchor and clutch assembly
CN112313053A (zh) * 2018-06-22 2021-02-02 瑞斯泽巴迪泰灵公司 用于在混凝土中形成空隙的装置和方法

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US587751A (en) * 1897-08-10 John mcmurtrie
US1324485A (en) * 1919-12-09 Bottle stopper
US1975235A (en) * 1932-06-22 1934-10-02 Benedict Stone Products Compan Building block
CH241196A (de) * 1942-09-10 1946-02-28 Bohaboj Wenzel Pfropfen mit Pfropfenzieher.
US3187694A (en) * 1963-10-03 1965-06-08 A P Green Fire Brick Company Metal cased refractory with protected suspending means
DE7032714U (de) * 1970-08-17 1970-12-17 Bernicke Hans Formkasten mit hebeanker in der senkrechten.
FR2221354A1 (en) * 1973-03-12 1974-10-11 Delaune Jean Bottle stopper with partial circular slot in rim - is opened by pulling wings formed by folding back rim
DE2806261C2 (de) * 1978-02-15 1986-08-14 Pfeifer Seil- Und Hebetechnik Gmbh & Co, 8940 Memmingen Vorrichtung zum Transport von Betonfertigteilen
DE2935825C2 (de) * 1979-09-05 1981-09-24 Ernst Dr.-Ing. 4300 Essen Haeussler Vorrichtung zur Erzeugung einer einen Ankerkopf konzentrisch umgebenden, etwa halbkugelförmigen Aussparung in der Oberfläche eines Stahlbetonfertigteiles
DE3037596C2 (de) * 1980-10-04 1983-12-15 Siegfried 7135 Wiernsheim Fricker Formkörper zur Halterung eines Ankers beim Betonieren eines Betonfertigteiles
US4367892A (en) * 1980-10-23 1983-01-11 The Burke Company Lift system for tilt-up walls
DE8219083U1 (de) * 1982-07-03 1982-10-14 Halfeneisen GmbH & Co KG, 4000 Düsseldorf Bewehrungsanschlussschiene

Also Published As

Publication number Publication date
KR880004188A (ko) 1988-06-02
US4821994A (en) 1989-04-18
NO873665L (no) 1988-03-03
DK435487A (da) 1988-03-03
DE3629772A1 (de) 1988-03-03
NO873665D0 (no) 1987-09-01
DK435487D0 (da) 1987-08-21
DK162032B (da) 1991-09-09
DK162032C (da) 1992-02-10
JPS6370774A (ja) 1988-03-30
EP0262401A1 (de) 1988-04-06
DE3766458D1 (de) 1991-01-10
JPH07122336B2 (ja) 1995-12-25
CA1291630C (en) 1991-11-05

Similar Documents

Publication Publication Date Title
EP0262401B1 (de) Vorrichtung zur Halterung eines Ankers beim Betonieren eines Betonfertigteiles
DE19950675C5 (de) Transportanker zum Einbetten in Stahlbetonfertigteile
DE2119951C3 (de) Scharnierhebeklaue
WO1993016248A1 (de) Abstandhalter für einen in beton einzubettenden armierungsstab
EP0077877B1 (de) Verankerung für Steigeisen in Teilen aus Beton oder dergleichen
DE3019342C2 (de) Fundament für Schilderpfosten
CH677683A5 (no)
DE19533421C1 (de) Haltevorrichtung zum Halten eines Schalelements
EP0778378B1 (de) Vorrichtung zur Sicherung von Dachdurchbrüchen und Verfahren zur Herstellung der Sicherungsvorrichtung
DE2439905C3 (de) Vorrichtung zum Anhängen eines Betonfertigteils an ein Hebezeug
EP1637670B1 (de) Seilschlaufenanordnung
DE1275756B (de) Wandverkleidung aus schweren, aus Stein od. dgl. bestehenden Verkleidungsplatten
DE102020134623B4 (de) Befestigungsanordnung zur Bodenbefestigung
EP3418473A1 (de) Mechanische kupplungseinrichtung
DE1684266B1 (de) Vorrichtung zum Befestigen von Decken an Stuetzen bei einem nach dem Hubdeckenverfahren hergestellten Gebaeude
DE60308807T2 (de) Vorrichtung und Verfahren für die Festlegung eines Kalibers auf einem Gehäusering
DE3632703A1 (de) Fugen-schalungs-element
DE3329373C2 (de) Hilfsvorrichtung für die Manipulation eines Stahlbetonfertigteils mit Hilfe eines Hebezeuges sowie Verfahren zum Befestigen der Hilfsvorrichtung an der Stirnseite des Stahlbetonfertigteils
DE3328106A1 (de) Einrichtung zur loesbaren befestigung von grabsteinen, denkmaelern und dgl.
EP0094404A1 (de) Befestigungsanker für arbeiten an einer betonwand oder-decke
EP0071187A2 (de) Haltevorrichtung für Schalbretter bei Deckenbetonierungen od. dgl.
DE7501257U (de) Vorrichtung zur sicherung von gitterrosten
DE1684429B1 (de) Transportanker fuer plattenfoermige Betonfertigteile
EP0699810A1 (de) Hilfseinrichtung für die Montage von Stulpdeckungselementen
DE3122618A1 (de) Vorrichtung zur schaffung einer loesbaren verbindung zwischen einem hebezeug und einem an einem zu hebenden werkstueck befestigten zugelement

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): BE CH DE FR GB LI NL SE

17P Request for examination filed

Effective date: 19881003

17Q First examination report despatched

Effective date: 19891201

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: UNISTRUT EUROPE PLC

RIN1 Information on inventor provided before grant (corrected)

Inventor name: FRICKER, SIEGFRIED

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): BE CH DE FR GB LI NL SE

ET Fr: translation filed
REF Corresponds to:

Ref document number: 3766458

Country of ref document: DE

Date of ref document: 19910110

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
EAL Se: european patent in force in sweden

Ref document number: 87112460.8

NLS Nl: assignments of ep-patents

Owner name: HALFEN GMBH & CO. KOMMANDITGESELLSCHAFT

NLT1 Nl: modifications of names registered in virtue of documents presented to the patent office pursuant to art. 16 a, paragraph 1

Owner name: UNISTRUT EUROPE LIMITED

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: UNISTRUT EUROPE LIMITED TRANSFER- HALFEN GMBH & CO

Ref country code: CH

Ref legal event code: PFA

Free format text: UNISTRUT EUROPE PLC TRANSFER- UNISTRUT EUROPE LIMITED

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

Ref country code: FR

Ref legal event code: CJ

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

BECA Be: change of holder's address

Free format text: 960606 *HALFEN G.M.B.H. & CO. K.G:HARFFSTRASSE 47-51, D-40591 DUESSELDORF

BECN Be: change of holder's name

Effective date: 19960606

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20020717

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20020725

Year of fee payment: 16

Ref country code: NL

Payment date: 20020725

Year of fee payment: 16

Ref country code: BE

Payment date: 20020725

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20020730

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20020809

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20020812

Year of fee payment: 16

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030827

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030828

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030831

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030831

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030831

BERE Be: lapsed

Owner name: *HALFEN G.M.B.H. & CO. K.G

Effective date: 20030831

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040301

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040302

EUG Se: european patent has lapsed
REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040430

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20040301

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST