WO1996037351A1 - A method for production of reinforcement chairs and a mould for use in the production - Google Patents

A method for production of reinforcement chairs and a mould for use in the production Download PDF

Info

Publication number
WO1996037351A1
WO1996037351A1 PCT/NO1995/000082 NO9500082W WO9637351A1 WO 1996037351 A1 WO1996037351 A1 WO 1996037351A1 NO 9500082 W NO9500082 W NO 9500082W WO 9637351 A1 WO9637351 A1 WO 9637351A1
Authority
WO
WIPO (PCT)
Prior art keywords
mould
reinforcement
production
chairs
reinforcement chairs
Prior art date
Application number
PCT/NO1995/000082
Other languages
French (fr)
Inventor
Hallvar Eide
Original Assignee
Hallvar Eide
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 to NO940755A priority Critical patent/NO179291C/en
Application filed by Hallvar Eide filed Critical Hallvar Eide
Priority to AU26320/95A priority patent/AU706603B2/en
Priority to AT95921174T priority patent/ATE196750T1/en
Priority to DE69519042T priority patent/DE69519042D1/en
Priority to EE9700317A priority patent/EE9700317A/en
Priority to CA002219825A priority patent/CA2219825C/en
Priority to PCT/NO1995/000082 priority patent/WO1996037351A1/en
Priority to EP95921174A priority patent/EP0833727B1/en
Publication of WO1996037351A1 publication Critical patent/WO1996037351A1/en
Priority to FI974324A priority patent/FI974324A/en

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/34Moulds, cores, or mandrels of special material, e.g. destructible materials
    • B28B7/348Moulds, cores, or mandrels of special material, e.g. destructible materials of plastic material or rubber
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0064Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/16Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • B28B7/18Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/34Moulds, cores, or mandrels of special material, e.g. destructible materials
    • B28B7/346Manufacture of moulds
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires

Definitions

  • the present invention concerns a method for production of reinforcement chairs in concrete for use in steel-armoured concrete structures, together with a mould for use in production of the reinforcement chairs.
  • Reinforcement chairs are used in order to position reinforcement steel which is provided in casting moulds, both before and during filling of the casting moulds with concrete.
  • the reinforcement chairs can be made of various materials, such as, e.g., plastic, extruded concrete.
  • the problems involved in using known reinforcement chairs can be divided into the following two categories:
  • Reinforcement chairs made of concrete which do not have the strength necessary in order to withstand the loads to which they are exposed in the casting moulds. Production processes currently in use restrict the possibilities of giving the reinforcement chairs the design necessary in order to satisfy requirements for securing them in the casting moulds, and requirements that the reinforcement chairs should not fall out of the completed structure, thereby permitting water to penetrate into the concrete, even without adhesion between reinforcement chair and concrete.
  • the object of the present invention is to provide a method for production of reinforcement chairs which avoids the above-mentioned disadvantages, and a mould for use in connection with the method.
  • the design according to the invention increases the contact surface between concrete and reinforcement chair, and by means of cut-outs and through- going holes the reinforcement chair is secured against sliding out of the completed concrete structure.
  • the principle of the invention consists in the fact that the method for production of reinforcement chairs for use in steel-armoured concrete structures and the casting mould for use in the production of the reinforcement chairs is designed in such a manner that completed reinforcement chairs both with cut-outs and holes can be removed without having to destroy the casting mould.
  • fig. 1 is a perspective view of a reinforcement chair
  • fig. 2 is a perspective view of a plaster model of a reinforcement chair provided in a simple wooden casting mould for the production of prototypes, preferably of plaster, and
  • fig. 3 is a perspective view of a partial section of an elastic casting mould according to the invention.
  • Fig. 1 illustrates a reinforcement chair 1 which consists of a base part 2 to abut against the foundation and which in a first upper surface 3, opposite the base part 2, is provided with a cut-out or recess to abut against a reinforcement steel (not shown), and where in a second upper surface, opposite the base part 2, there is provided a through-going hole 4 for mounting it on to the foundation, e.g. by means of nails.
  • a through-going hole 5 in the area of the cut-out 3, for mounting the reinforcement chair 1 by means of binding wire to the reinforcement bar.
  • the reinforcement chair 1 is also provided with further cut-outs or grooves 6 and recesses 7 in order to increase the contact surface between reinforcement chair and concrete and thereby provide maximum binding power to the surrounding concrete.
  • one of the largest side surfaces is completely flat.
  • the base part 2 is designed with least possible contact with the formwork in order to reduce the surface of the part of the reinforcement chair which will be aligned with the completed concrete, and thereby reduce the penetration of moisture between reinforcement chair and the surrounding concrete.
  • Fig. 3 is a partial section of a casting mould 9 for the production of reinforcement chairs in concrete.
  • a plaster model in the desired shape e.g. according to the design in fig.
  • the plaster model is then arranged in a simple wooden mould 8, see fig. 2, and a mixture of two-component rubber mass is then poured down into the mould.
  • the negative impression of the reinforcement chair thus constitutes a casting mould for the production of further plaster models/prototypes, which are then moulded in the desired number corresponding to the size of the actual main mould.
  • the plaster models are then glued to the bottom of the main mould, which is also made of wood, according to an optimum pattern, e.g. according to fig. 3, thus providing room for as many plaster models as possible.
  • the main mould is thus intended for production of several chairs at a time, e.g. 50-150.
  • the wooden mould is then filled with a two-component rubber mass 9. 5.
  • the moulding mass is then hardened for approximately 12 hours, whereupon the plaster models are easily released from the elastic mould.
  • holes are drilled in the rubber mould 9, thus enabling, e.g., a teflon-coated metal rod/-shaft 10, which is coated with a thin layer of oil, to be arranged horizontally in the mould, cf. fig. 3.
  • the through-going holes 5 for binding wire are provided by the design of the rubber mould in the form of bosses which extend perpendicularly upwards from the bottom of the mould.
  • the main form is then filled with concrete, which is vibrated and hardened for approximately 8 hours at 40°C .
  • the metal rods 10 are then removed from the rubber mould and completed reinforcement chairs can be easily loosened from the mould 9 by elastically bending the mould's wall parts 11. Since the rubber mould 9 consists of an elastic material, and the completed reinforcement chairs are removed after hardening by elastically bending the mould's wall parts 11 , and without the mould being destroyed, the rubber mould can be used repeatedly and is thereby particularly suited to mass production of reinforcement chairs.
  • step 1 With respect to steps 1 to 6, these apply to production of the actual rubber mould 9, while step 7 concerns the actual production of reinforcement chairs in concrete for use in steel-armoured concrete structures.
  • reinforcement chairs are cast in moulds made of two-component rubber mass, which makes the casting moulds very flexible, it is thereby possible to produce reinforcement chairs supplied with cut-outs 6, recesses 7 and through-going holes 4,5, while at the same time the nature of the rubber moulds as opposed to known designs permits the moulds to be re-used.
  • the strength of the reinforcement chairs is particularly due to the fact that they are cast in moulds of heat-insulating materials, and thus maintain a stable temperature during the hardening process.

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention concerns a method for production of reinforcement chairs in concrete for use in steel-armoured concrete structures, wherein the reinforcement chairs are cast in a mould (9) of a material which is elastic, preferably a two-component rubber mass, and that after hardening the reinforcement chairs are removed by elastically bending the mould's wall parts (11). The invention also concerns a mould for use in production of reinforcement chairs wherein the mould has walls adapted to the shape of the reinforcement chairs, which are made of an elastic material, especially a two-component rubber mass, and that a releasable metal rod (10) is provided perpendicularly through the mould's wall parts, for production of through-going mounting holes in the reinforcement chair.

Description

A method for production of reinforcement chairs and a mould for use in the production
The present invention concerns a method for production of reinforcement chairs in concrete for use in steel-armoured concrete structures, together with a mould for use in production of the reinforcement chairs.
Reinforcement chairs are used in order to position reinforcement steel which is provided in casting moulds, both before and during filling of the casting moulds with concrete. The reinforcement chairs can be made of various materials, such as, e.g., plastic, extruded concrete. The problems involved in using known reinforcement chairs can be divided into the following two categories:
1. Reinforcement chairs made of materials which have different physical properties from concrete. In the event of temperature changes, due to different expansion coefficients, these will lead to the occurrence of openings/cracks between concrete and reinforcement chair, thus causing water to penetrate into the concrete, which in turn can cause corrosion damage in the reinforcement steel. This drawback is further reinforced if there is not adequate adhesion between the concrete and the reinforcement chair.
2. Reinforcement chairs made of concrete which do not have the strength necessary in order to withstand the loads to which they are exposed in the casting moulds. Production processes currently in use restrict the possibilities of giving the reinforcement chairs the design necessary in order to satisfy requirements for securing them in the casting moulds, and requirements that the reinforcement chairs should not fall out of the completed structure, thereby permitting water to penetrate into the concrete, even without adhesion between reinforcement chair and concrete.
The object of the present invention is to provide a method for production of reinforcement chairs which avoids the above-mentioned disadvantages, and a mould for use in connection with the method.
These objects are achieved with a method for production of reinforcement chairs and a mould for use in connection with the method according to the type mentioned in the introduction, which is characterized by the features indicated in the attached claims.
By means of the invention a method is obtained by simple means for the production of reinforcement chairs which substantially increases the strength and reduces the production time for reinforcement chairs.
The design according to the invention increases the contact surface between concrete and reinforcement chair, and by means of cut-outs and through- going holes the reinforcement chair is secured against sliding out of the completed concrete structure.
In short the principle of the invention consists in the fact that the method for production of reinforcement chairs for use in steel-armoured concrete structures and the casting mould for use in the production of the reinforcement chairs is designed in such a manner that completed reinforcement chairs both with cut-outs and holes can be removed without having to destroy the casting mould.
The invention will now be described in more detail by means of an embodiment which is illustrated in the drawing, in which:
fig. 1 is a perspective view of a reinforcement chair,
fig. 2 is a perspective view of a plaster model of a reinforcement chair provided in a simple wooden casting mould for the production of prototypes, preferably of plaster, and
fig. 3 is a perspective view of a partial section of an elastic casting mould according to the invention.
Fig. 1 illustrates a reinforcement chair 1 which consists of a base part 2 to abut against the foundation and which in a first upper surface 3, opposite the base part 2, is provided with a cut-out or recess to abut against a reinforcement steel (not shown), and where in a second upper surface, opposite the base part 2, there is provided a through-going hole 4 for mounting it on to the foundation, e.g. by means of nails. In the largest side surfaces there is further provided a through-going hole 5 in the area of the cut-out 3, for mounting the reinforcement chair 1 by means of binding wire to the reinforcement bar. The reinforcement chair 1 is also provided with further cut-outs or grooves 6 and recesses 7 in order to increase the contact surface between reinforcement chair and concrete and thereby provide maximum binding power to the surrounding concrete. In order to simplify the production of the reinforcement chairs, one of the largest side surfaces is completely flat.
As illustrated in fig. 2, the base part 2 is designed with least possible contact with the formwork in order to reduce the surface of the part of the reinforcement chair which will be aligned with the completed concrete, and thereby reduce the penetration of moisture between reinforcement chair and the surrounding concrete.
Fig. 3 is a partial section of a casting mould 9 for the production of reinforcement chairs in concrete.
The method for production of reinforcement chairs in concrete for use in steel-armoured concrete structures is implemented in the following manner:
1. A plaster model in the desired shape, e.g. according to the design in fig.
1. is produced manually.
2. The plaster model is then arranged in a simple wooden mould 8, see fig. 2, and a mixture of two-component rubber mass is then poured down into the mould.
3. The negative impression of the reinforcement chair thus constitutes a casting mould for the production of further plaster models/prototypes, which are then moulded in the desired number corresponding to the size of the actual main mould.
4. The plaster models are then glued to the bottom of the main mould, which is also made of wood, according to an optimum pattern, e.g. according to fig. 3, thus providing room for as many plaster models as possible. The main mould is thus intended for production of several chairs at a time, e.g. 50-150. The wooden mould is then filled with a two-component rubber mass 9. 5. The moulding mass is then hardened for approximately 12 hours, whereupon the plaster models are easily released from the elastic mould.
6. For the production of the through-going hole 4 for nails, holes are drilled in the rubber mould 9, thus enabling, e.g., a teflon-coated metal rod/-shaft 10, which is coated with a thin layer of oil, to be arranged horizontally in the mould, cf. fig. 3. With regard to the through-going holes 5 for binding wire, these are provided by the design of the rubber mould in the form of bosses which extend perpendicularly upwards from the bottom of the mould.
7. The main form is then filled with concrete, which is vibrated and hardened for approximately 8 hours at 40°C . The metal rods 10 are then removed from the rubber mould and completed reinforcement chairs can be easily loosened from the mould 9 by elastically bending the mould's wall parts 11. Since the rubber mould 9 consists of an elastic material, and the completed reinforcement chairs are removed after hardening by elastically bending the mould's wall parts 11 , and without the mould being destroyed, the rubber mould can be used repeatedly and is thereby particularly suited to mass production of reinforcement chairs.
With respect to steps 1 to 6, these apply to production of the actual rubber mould 9, while step 7 concerns the actual production of reinforcement chairs in concrete for use in steel-armoured concrete structures.
Since the reinforcement chairs are cast in moulds made of two-component rubber mass, which makes the casting moulds very flexible, it is thereby possible to produce reinforcement chairs supplied with cut-outs 6, recesses 7 and through-going holes 4,5, while at the same time the nature of the rubber moulds as opposed to known designs permits the moulds to be re-used.
The strength of the reinforcement chairs is particularly due to the fact that they are cast in moulds of heat-insulating materials, and thus maintain a stable temperature during the hardening process.

Claims

PATENT CLAIMS
1. A method for production of reinforcement chairs in concrete for use in steel-armoured concrete structures, characterized in that the reinforcement chairs are cast in a mould of a material which is elastic, preferably a two-component rubber mass, and that after hardening the reinforcement chairs are removed by elastically bending the mould's wall parts.
2. A method according to claim 1, characterized in that the reinforcement chairs are cast in a mould which is formed by casting the mould walls in a box, in which there are provided one or more models, e.g. plaster models of the reinforcement chairs.
3. A mould for use in production of reinforcement chairs according to claim 1 , wherein the mould has walls adapted to the shape of the reinforcement chairs, characterized in that it is made of an elastic material, especially a two- component rubber mass.
4. A mould according to claim 3, characterized in that there is provided a releasable metal rod perpendicularly through the mould's wall parts, for the production of through-going mounting holes in the reinforcement chair.
5. A mould according to claim 3, characterized in that it is designed for casting several reinforcement chairs at a time.
PCT/NO1995/000082 1994-03-04 1995-05-26 A method for production of reinforcement chairs and a mould for use in the production WO1996037351A1 (en)

Priority Applications (9)

Application Number Priority Date Filing Date Title
NO940755A NO179291C (en) 1994-03-04 1994-03-04 Reinforcement chairs in molded concrete
AU26320/95A AU706603B2 (en) 1995-05-26 1995-05-26 A method for production of reinforcement chairs and a mould for use in the production
AT95921174T ATE196750T1 (en) 1995-05-26 1995-05-26 METHOD FOR PRODUCING CONCRETE SPACERS AND MOLDING TOOLS FOR PRODUCING THEM
DE69519042T DE69519042D1 (en) 1995-05-26 1995-05-26 METHOD FOR THE PRODUCTION OF CONCRETE SPACERS AND MOLDING TOOLS FOR THEIR PRODUCTION
EE9700317A EE9700317A (en) 1995-05-26 1995-05-26 Method of production of reinforcement inserts and mold for use in production
CA002219825A CA2219825C (en) 1994-03-04 1995-05-26 A method for production of reinforcement chairs and a mould for use in the production
PCT/NO1995/000082 WO1996037351A1 (en) 1994-03-04 1995-05-26 A method for production of reinforcement chairs and a mould for use in the production
EP95921174A EP0833727B1 (en) 1994-03-04 1995-05-26 A method for production of reinforcement spacers and a mould for use in the production
FI974324A FI974324A (en) 1994-03-04 1997-11-25 Process for producing reinforcement support and form for use in the process

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
NO940755A NO179291C (en) 1994-03-04 1994-03-04 Reinforcement chairs in molded concrete
CA002219825A CA2219825C (en) 1994-03-04 1995-05-26 A method for production of reinforcement chairs and a mould for use in the production
PCT/NO1995/000082 WO1996037351A1 (en) 1994-03-04 1995-05-26 A method for production of reinforcement chairs and a mould for use in the production

Publications (1)

Publication Number Publication Date
WO1996037351A1 true WO1996037351A1 (en) 1996-11-28

Family

ID=27170507

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/NO1995/000082 WO1996037351A1 (en) 1994-03-04 1995-05-26 A method for production of reinforcement chairs and a mould for use in the production

Country Status (5)

Country Link
EP (1) EP0833727B1 (en)
CA (1) CA2219825C (en)
FI (1) FI974324A (en)
NO (1) NO179291C (en)
WO (1) WO1996037351A1 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2522018A1 (en) * 1975-05-17 1976-12-02 Paech Peter Concrete structure reinforcing elements spacer - incorporating cement-content base, and connecting element shaped to fit reinforcement
DE2540065A1 (en) * 1975-09-09 1977-03-17 Fritz Koehlmann Dowel plugs for concrete steel reinforcing mesh laying - are clamped or clipped and adjustable, with meshes laid round them
DE2846391A1 (en) * 1978-10-25 1980-05-08 Dasag Deutsche Naturasphalt Gm Concrete block vibratory mould - has rubber lining on bottom supporting surfaces of outer frame and partitions

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2522018A1 (en) * 1975-05-17 1976-12-02 Paech Peter Concrete structure reinforcing elements spacer - incorporating cement-content base, and connecting element shaped to fit reinforcement
DE2540065A1 (en) * 1975-09-09 1977-03-17 Fritz Koehlmann Dowel plugs for concrete steel reinforcing mesh laying - are clamped or clipped and adjustable, with meshes laid round them
DE2846391A1 (en) * 1978-10-25 1980-05-08 Dasag Deutsche Naturasphalt Gm Concrete block vibratory mould - has rubber lining on bottom supporting surfaces of outer frame and partitions

Also Published As

Publication number Publication date
CA2219825C (en) 2001-05-22
EP0833727A1 (en) 1998-04-08
CA2219825A1 (en) 1996-11-28
FI974324A0 (en) 1997-11-25
NO179291B (en) 1996-06-03
NO940755L (en) 1995-09-05
EP0833727B1 (en) 2000-10-04
NO179291C (en) 1996-09-11
FI974324A (en) 1997-11-25
NO940755D0 (en) 1994-03-04

Similar Documents

Publication Publication Date Title
FI87677B (en) ISOLERAD VAEGG
CA2219825C (en) A method for production of reinforcement chairs and a mould for use in the production
AU706603B2 (en) A method for production of reinforcement chairs and a mould for use in the production
JP2974605B2 (en) Manufacturing method of segment for tunnel lining
KR100525745B1 (en) Urethane Mold for Forming of Imitation Stone Block and Process for The Same
DE69025775D1 (en) METHOD FOR PRODUCING A HEAT-INSULATED / HEAT-DAMPABLE REINFORCED CONCRETE COMPONENT
CA2053749C (en) Concrete formwork for a draft tube
JPS60236707A (en) Section
JP3079016B2 (en) Forming method of grooved concrete member and groove pattern forming tool
JP4169253B2 (en) Concrete block manufacturing method
JP2678717B2 (en) Manufacturing method of artificial stone and formwork used for it
CA1036797A (en) Building panels
JPH07238615A (en) Reincorcing bar unit and reinforcing bar built-in type precast form and manufacture of this form
JP2004181736A (en) Method for producing precast concrete plate having architectural finish tone surface and mold material used in the method
US20050212177A1 (en) Table and method of manufacturing table
JPS60214907A (en) Shape
JPH0575562B2 (en)
JPS61254302A (en) Manufacture of concrete board into which tile is buried
JPH07137020A (en) Core for molding solid block with hole
JPH0752134A (en) Form for concrete product
JPH04115054A (en) Manufacture of pattern plate for decorative form
JPS61163817A (en) Molding member and manufacture thereof and shaping and shaped article utilizing said molding member
JPH068221A (en) Surface finishing of concrete product
JPH1128712A (en) Manufacture of block for foundation and its manufacturing apparatus
JPH1044125A (en) Substrate for concrete slab and its manufacture

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): AM AT AU BB BG BR BY CA CH CN CZ DE DK EE ES FI GB GE HU IS JP KE KG KP KR KZ LK LR LT LU LV MD MG MN MW MX NO NZ PL PT RO RU SD SE SG SI SK TJ TM TT UA US UZ VN

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): KE MW SD SZ UG AT BE CH DE DK ES FR GB GR IE IT LU MC NL PT SE BF BJ CF CG CI CM GA GN ML MR NE SN TD TG

DFPE Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101)
121 Ep: the epo has been informed by wipo that ep was designated in this application
ENP Entry into the national phase

Ref document number: 2219825

Country of ref document: CA

Ref country code: CA

Ref document number: 2219825

Kind code of ref document: A

Format of ref document f/p: F

WWE Wipo information: entry into national phase

Ref document number: 974324

Country of ref document: FI

WWE Wipo information: entry into national phase

Ref document number: 1995921174

Country of ref document: EP

ENP Entry into the national phase

Ref country code: US

Ref document number: 1998 973020

Date of ref document: 19980327

Kind code of ref document: A

Format of ref document f/p: F

REG Reference to national code

Ref country code: DE

Ref legal event code: 8642

WWP Wipo information: published in national office

Ref document number: 1995921174

Country of ref document: EP

NENP Non-entry into the national phase

Ref country code: JP

Ref document number: 96535172

Format of ref document f/p: F

WWG Wipo information: grant in national office

Ref document number: 1995921174

Country of ref document: EP