WO1999055976A1 - Element de support - Google Patents

Element de support Download PDF

Info

Publication number
WO1999055976A1
WO1999055976A1 PCT/SG1998/000030 SG9800030W WO9955976A1 WO 1999055976 A1 WO1999055976 A1 WO 1999055976A1 SG 9800030 W SG9800030 W SG 9800030W WO 9955976 A1 WO9955976 A1 WO 9955976A1
Authority
WO
WIPO (PCT)
Prior art keywords
support member
side wall
support
member according
stiffener
Prior art date
Application number
PCT/SG1998/000030
Other languages
English (en)
Inventor
Wee Beng Ng
Gary Donald Wyatt
Original Assignee
Dyntek Pte Ltd.
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 AT98920813T priority Critical patent/ATE307935T1/de
Priority to DK98920813T priority patent/DK1075574T3/da
Application filed by Dyntek Pte Ltd. filed Critical Dyntek Pte Ltd.
Priority to TR2000/03162T priority patent/TR200003162T2/xx
Priority to PCT/SG1998/000030 priority patent/WO1999055976A1/fr
Priority to AU73565/98A priority patent/AU7356598A/en
Priority to ES98920813T priority patent/ES2252834T3/es
Priority to IL13925598A priority patent/IL139255A0/xx
Priority to DE69832101T priority patent/DE69832101T2/de
Priority to EP98920813A priority patent/EP1075574B1/fr
Priority to KR1020007011898A priority patent/KR100607289B1/ko
Priority to CN98814072A priority patent/CN1102689C/zh
Priority to TW087106828A priority patent/TW370584B/zh
Priority to MYPI99001564A priority patent/MY126469A/en
Publication of WO1999055976A1 publication Critical patent/WO1999055976A1/fr
Priority to IL139255A priority patent/IL139255A/en
Priority to HK01105534A priority patent/HK1035013A1/xx

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4178—Masonry wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B2001/5856—Connections for building structures in general of bar-shaped building elements with a closed cross-section using the innerside thereof

Definitions

  • the invention relates to a support member and in particular, a support member for, at least partially, supporting a wall.
  • Walls constructed from bricks have a maximum length and height to which they can be constructed without requiring additional support to prevent flexing or collapsing of the wall.
  • brick walls have been supported by erecting concrete supports at intervals along the brick wall, both horizontally and vertically, to support the wall.
  • metal rods which are fixed to the cement work of the brick wall and to the concrete supports to tie the brick wall to the concrete supports.
  • a support member comprises an elongate member having a side wall adapted to be located adjacent an end of a structure to be supported, in use, the side wall including a number of engagement means which permit a tie member to be mounted on the side wall, the tie member having a portion projecting from the side wall to engage with the structure to be supported.
  • the elongate member may be hollow and typically, 3 has a substantially rectangular cross-section.
  • the support member further comprises end portions adapted to engage with support surfaces at either end of the elongate member to support the elongate member between the support surfaces .
  • a number of engagement means are provided at discrete locations along the side wall of the elongate members such that the positions of the tie members are adjustable.
  • the engagement means comprise slots which are preferably substantially parallel to the central longitudinal axis of the elongate member.
  • the engagement means are provided on opposite sides of the elongate member and preferably on all four sides of the elongate member. This has the advantage of permitting the elongate member to be used to support two different thicknesses of walls if the elongate member has a rectangular cross-section.
  • the support member is for supporting a brick or stone wall and the tie members are engaged with cement between bricks or stones forming the wall, in use.
  • the tie members are generally L-shaped with one 4 portion of the L engaging with the engagement means on the side wall and the other portion of the L engaging with the wall to be supported.
  • the support member is adapted to be used to support a wall with the support member in a substantially vertical orientation or in a substantially horizontal orientation.
  • the elongate members are formed from a metal, such as steel .
  • Figure 1 is a perspective view of a brick wall having vertical and horizontal stiffeners to support the wall;
  • Figure 2 is an enlarged and exploded view of region A of
  • Figure 3 is an enlarged and exploded view of region B of
  • Figure 1 showing attachment of a tie to the vertical stiffener
  • Figure 4 is an enlarged and exploded view of region C of
  • Figure 1 showing a connector for coupling the horizontal stiffener to the vertical stiffener
  • Figure 5 is an enlarged and exploded view of region D of 5 Figure 1 showing the lower end of the vertical stiffener
  • Figure 6 is a perspective view of the tie shown in Figure 3 ;
  • Figure 7 is a perspective view of a connector plate for use with the connector shown in Figure 4.
  • Figure 1 shows a section of a wall 1 which is supported by a number of vertical stiffeners 2 (only one shown) which are interconnected by a number of horizontal stiffeners 3 (only two shown) .
  • the vertical stiffener 2 supports three portions 4, 5, 6 of the wall 1 and the vertical edges of the portions 4, 5, 6 adjacent to the vertical stiffener 2 are mechanically connected to the stiffener 2 by means of a number of ties 7.
  • the vertical stiffener 2 is connected at each of its upper and lower ends to an upper support surface 8 and to a lower support surface 9, respectively by a connector 10.
  • each end of the horizontal stiffeners 3 are connected to the side of the vertical stiffener 2 by a connector 11.
  • Each of the vertical and horizontal stiffeners 2, 3 comprise a hollow rectangular box section defined by side walls 30, 31.
  • the side walls 30 are approximately half the width of side walls 31.
  • the side walls 30, 31 each have a number of slots 22, 24 which extend in a direction 6 substantially parallel to the longitudinal axis of the stiffeners 2, 3.
  • Each slot 22, 24 also has a respective opening 45, 46.
  • Connectors 10 include a hollow box section 12 defined by two side walls 17, a side wall 18 and two partial side walls 40, 41. From the side wall 18 extends a bent over section 13 and bent over sections 14 extend from the two partial side walls 40, 41. The bent over sections 13, 14 enable a plate 15 to be slid between the bent over sections 13, 14 and ends 16 of the side walls 17. The widths of the side walls 17 and the side wall 18 is less than or equal to the internal dimensions of the vertical stiffener 2 such that the box section 12 may be inserted into the upper and lower ends of the vertical stiffener 2.
  • the plate 15 has two pairs of holes 19 through which mechanical fastener 42 may be inserted to attach the plate 15 to the underside of the upper support surface 8 and the upper side of the lower support surface 9.
  • the mechanical fasteners 42 are preferably powder actuated fasteners but may, alternatively, be any type of suitable fastener, such as nails, masonry nails or screws.
  • the ties 7 7 include a planar section 20 which has two lugs 21 formed thereon.
  • the lugs can be inserted through openings 45, 46 to engage with slots 22, 24 in the side wall of the stiffener 2 to attach the tie 7 to the side wall 30.
  • the length of the slots 22, 24 is greater than the length of the lugs 21 to permit movement of the tie 7, and, therefore, adjustment of the position of the tie 7 with respect to the side wall 30.
  • the planar section 20 of the tie 7 is connected to a ribbed section 23.
  • the ribbed section 23 has a rib formation 25.
  • the ribbed section 23 makes an angle of approximately 90° with the planar section 20, such that when the lugs 21 are inserted into the slots 22, the ribbed section 23 of the tie 7 extends substantially perpendicularly to the side wall 30 of the stiffener 2.
  • a rear perspective view of the tie 7 is shown in Figure 6 where it can be seen that the lugs 21 extend both rearwardly and to the side of the planar section 20.
  • FIG. 4 An enlarged and exploded view of region C of Figure 1 is shown in Figure 4 where the connector 11 is shown in more detail.
  • the connector 11 includes the box section 12 which is identical to the box section 12 used in the connector 10. However, the connector 11 has a plate 26 inserted between the bent over sections 13, 14 (not shown in Figure 4) and the ends 16 of the side walls 17.
  • the plates 26 have four lugs 27, 28 which engage with slots 24, 22 respectively in the side wall 30 of the vertical stiffener 2.
  • the box section 12 fits into the end of the horizontal stiffener 3 so that the 8 connector 11 couples the horizontal stiffener 3 to the vertical stiffener 2.
  • the plate 26 is shown in more detail in Figure 7. It can be seen that the plate 26 is symmetrical about a rotation of 180° around an axis through the center of the plate 26 and perpendicular to the surface of plate 26.
  • the lugs 28, 27 are formed by punching out sections of the plate 26 to form the lugs 28, 27 which extend rearwardly behind the plate 26. This permits the rear surface of the plate 26 to be placed against the external surface of the wall 30 and the lugs 28, 27 inserted through the openings 45, 46, respectively to engage in respective slots 22, 24 in the wall 30 to attach plate 26 (and therefore the connector 11) to the vertical stiffener 2.
  • the stiffeners 2, 3 are installed by first installing the vertical stiffener 2.
  • the vertical stiffener 2 is installed by inserting connectors 10 into the upper and lower ends of the stiffener 2 and positioning the stiffener 2 where desired.
  • fasteners 42 are driven through the holes 19 in the plates 15 to secure the connectors 10 to the upper and lower support surfaces 8, 9 and thereby retain the vertical stiffener 2 in the correct position.
  • the length of the vertical stiffener 2 is chosen to be nominally shorter than the height of the vertical gap 9 into which the stiffener has to fit and the depth of the box sections 12 facilitate adjustment to ensure that the combination of the connectors 10 and stiffener 2 extend from the lower support surface 9 to the upper support surface 8. It is not essential that the box section 12 on the upper connector 10 is fully inserted into the upper end of the stiffener 2, it is sufficient that only a portion of the box section 12 is inserted into the upper end of the stiffener 2. Hence, this facilitates adjustment of the height of the stiffener 2 to take account differences and tolerances between the designed height of the wall 1 and the actual height of the wall 1.
  • the wall 1 is constructed and ties 7 are mounted at appropriate intervals (typically every third or fourth layer of bricks) on the side walls 30 of the vertical stiffener 2 such that the ribbed section 23 is mechanically locked to the wall 1 by the ribbed portion 23 being located between layers of bricks and held by the cement between the layers.
  • the lower portions 4, 5 are constructed to a level where the horizontal stiffener 3 is required, the last layer of bricks is completed except for the two end bricks adjacent the vertical stiffener.
  • the connectors 11 are inserted into each end of a horizontal stiffener 3 and the lugs in the plate 26 of the connectors 11 are inserted into the slots 22, 24 in the side walls 30 of adjacent vertical stiffeners 2 to mount the horizontal stiffener above the last layer of bricks. Each 10 end brick is then laid. Continuation of construction of the wall 1 above the horizontal stiffener 3 then continues by construction of the wall portion 6 above the stiffeners 3, with ties 7 inserted along the side 30 of the stiffener 2 at appropriate intervals to engage between the adjacent layers of bricks to tie the wall portion 6 to the vertical stiffener 2.
  • the invention has the advantage that provision of a metal stiffener onto which ties may be mounted, makes installation of the stiffeners 2, 3 more straightforward than the conventional method of using concrete stiffeners. It also has the advantage of reducing the need for a number of different tradesman being required to construct and erect the stiffener.
  • slots 22, 24 has the advantage of permitting vertical adjustment of the ties 7 with respect to the stiffeners 2, 3 and vertical adjustment of the horizontal stiffeners 3 to the vertical stiffeners 2. The adjustment is further enhanced by the distribution of a number of slots 22, 24 across the surfaces of the side walls 30, 31.
  • the side wall 31 is twice the width of the side wall 30, by using the ties 7 on the side wall 31 permits the stiffeners 2, 3 to be used to support a thicker wall. Hence, the stiffeners 2, 3 can be used to support two different wall thicknesses. 11
  • the slots also have the advantage of aiding adhesion of plaster to the stiffeners 2 , 3 by helping the plaster to key to the metal surface.
  • the recessed nature of the side walls 30, by making the separation of the side walls 30 less than the width of the side walls 31, also aids rention of plaster on to the side walls 30. This is less critical on the side walls 31, as the side walls 31 are narrower. However, the side walls 31 could also be recessed if desired.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)
  • Pens And Brushes (AREA)
  • Registering, Tensioning, Guiding Webs, And Rollers Therefor (AREA)
  • Laminated Bodies (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Tents Or Canopies (AREA)
  • Supports For Pipes And Cables (AREA)
  • Piezo-Electric Or Mechanical Vibrators, Or Delay Or Filter Circuits (AREA)

Abstract

L'invention concerne un élément de support comprenant un élément allongé (2, 3) formant un mur latéral (30) conçu pour être adjacent à une extrémité d'une structure (1) à supporter. Le mur latéral (30) comprend un certain nombre de moyens d'accouplement (22, 24) permettant le montage, sur le mur latéral (30), d'une attache (7) dont une partie (23) faisant saillie du mur latéral (30) s'engage avec la structure (1) à supporter.
PCT/SG1998/000030 1998-04-27 1998-04-27 Element de support WO1999055976A1 (fr)

Priority Applications (15)

Application Number Priority Date Filing Date Title
EP98920813A EP1075574B1 (fr) 1998-04-27 1998-04-27 Element de support et procede pour supporter un mur
DE69832101T DE69832101T2 (de) 1998-04-27 1998-04-27 Stützelement und verfahren zum stützen einer mauer
TR2000/03162T TR200003162T2 (tr) 1998-04-27 1998-04-27 Bir destek elemanı
DK98920813T DK1075574T3 (da) 1998-04-27 1998-04-27 Et forstærkningselement og fremgangsmåde til at forstærke en væg
AU73565/98A AU7356598A (en) 1998-04-27 1998-04-27 A support member
ES98920813T ES2252834T3 (es) 1998-04-27 1998-04-27 Un miembro de soporte y procedimiento para soportar una pared.
KR1020007011898A KR100607289B1 (ko) 1998-04-27 1998-04-27 지지 장치 및 지지 방법
AT98920813T ATE307935T1 (de) 1998-04-27 1998-04-27 Ein stützelement und verfahren zur stützung eines mauers
PCT/SG1998/000030 WO1999055976A1 (fr) 1998-04-27 1998-04-27 Element de support
IL13925598A IL139255A0 (en) 1998-04-27 1998-04-27 A support member
CN98814072A CN1102689C (zh) 1998-04-27 1998-04-27 支承件
TW087106828A TW370584B (en) 1998-04-27 1998-05-04 A support member
MYPI99001564A MY126469A (en) 1998-04-27 1999-04-21 A support member and method of supporting a wall
IL139255A IL139255A (en) 1998-04-27 2000-10-24 Support facility
HK01105534A HK1035013A1 (en) 1998-04-27 2001-08-09 A support member and method of supporting a wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/SG1998/000030 WO1999055976A1 (fr) 1998-04-27 1998-04-27 Element de support

Publications (1)

Publication Number Publication Date
WO1999055976A1 true WO1999055976A1 (fr) 1999-11-04

Family

ID=20429851

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SG1998/000030 WO1999055976A1 (fr) 1998-04-27 1998-04-27 Element de support

Country Status (14)

Country Link
EP (1) EP1075574B1 (fr)
KR (1) KR100607289B1 (fr)
CN (1) CN1102689C (fr)
AT (1) ATE307935T1 (fr)
AU (1) AU7356598A (fr)
DE (1) DE69832101T2 (fr)
DK (1) DK1075574T3 (fr)
ES (1) ES2252834T3 (fr)
HK (1) HK1035013A1 (fr)
IL (2) IL139255A0 (fr)
MY (1) MY126469A (fr)
TR (1) TR200003162T2 (fr)
TW (1) TW370584B (fr)
WO (1) WO1999055976A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU766390B2 (en) * 2001-12-12 2003-10-16 Steel Building Systems Australia Pty Ltd Method of connecting brick tie to steel stud
WO2017069698A1 (fr) * 2015-10-21 2017-04-27 2Elms Pte. Ltd. Appareil de support et ses composants
WO2018024447A1 (fr) * 2016-08-02 2018-02-08 Octanorm-Vertriebs-GmbH für Bauelemente Élément de liaison
WO2018024448A1 (fr) * 2016-08-02 2018-02-08 Octanorm-Vertriebs-GmbH für Bauelemente Système d'assemblage de châssis

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SG130956A1 (en) * 2005-09-16 2007-04-26 Dyntek Pte Ltd A support member assembly
CN102535645B (zh) * 2012-01-17 2014-07-09 湖南省金为型材有限公司 一种立柱和横梁的连接组件
KR101879291B1 (ko) * 2017-12-08 2018-07-18 동인구조기술주식회사 조적벽 전도방지용 보강 모듈

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2849882A1 (de) * 1977-12-06 1979-06-07 Schmiedtbauer & Strummer Paneelwand
DE8632059U1 (fr) * 1985-12-02 1987-02-19 Velings Jacob Johannes H G
DE3602308A1 (de) * 1986-01-27 1987-07-30 Modersohn Gmbh & Co Kg Wilh Verankerung von vormauerwerk im attikabereich
GB2220430A (en) * 1988-07-08 1990-01-10 John Heelan Spacing and locating device for laying of bricks

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2849882A1 (de) * 1977-12-06 1979-06-07 Schmiedtbauer & Strummer Paneelwand
DE8632059U1 (fr) * 1985-12-02 1987-02-19 Velings Jacob Johannes H G
DE3602308A1 (de) * 1986-01-27 1987-07-30 Modersohn Gmbh & Co Kg Wilh Verankerung von vormauerwerk im attikabereich
GB2220430A (en) * 1988-07-08 1990-01-10 John Heelan Spacing and locating device for laying of bricks

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU766390B2 (en) * 2001-12-12 2003-10-16 Steel Building Systems Australia Pty Ltd Method of connecting brick tie to steel stud
WO2017069698A1 (fr) * 2015-10-21 2017-04-27 2Elms Pte. Ltd. Appareil de support et ses composants
EA037901B1 (ru) * 2015-10-21 2021-06-03 2Элмс Пте. Лтд. Соединитель для соединения двух или более компонентов вместе, комбинация соединителя и двух или более компонентов и способ соединения двух или более компонентов вместе с использованием соединителя
EP4245935A3 (fr) * 2015-10-21 2023-12-27 2Elms Pte. Ltd. Appareil de support et ses composants
WO2018024447A1 (fr) * 2016-08-02 2018-02-08 Octanorm-Vertriebs-GmbH für Bauelemente Élément de liaison
WO2018024448A1 (fr) * 2016-08-02 2018-02-08 Octanorm-Vertriebs-GmbH für Bauelemente Système d'assemblage de châssis

Also Published As

Publication number Publication date
ATE307935T1 (de) 2005-11-15
HK1035013A1 (en) 2002-01-04
DK1075574T3 (da) 2006-03-20
AU7356598A (en) 1999-11-16
DE69832101D1 (de) 2005-12-01
ES2252834T3 (es) 2006-05-16
IL139255A0 (en) 2001-11-25
EP1075574B1 (fr) 2005-10-26
TR200003162T2 (tr) 2001-03-21
KR100607289B1 (ko) 2006-07-28
DE69832101T2 (de) 2006-07-27
EP1075574A1 (fr) 2001-02-14
KR20010106108A (ko) 2001-11-29
TW370584B (en) 1999-09-21
CN1294649A (zh) 2001-05-09
CN1102689C (zh) 2003-03-05
MY126469A (en) 2006-10-31
IL139255A (en) 2006-12-10

Similar Documents

Publication Publication Date Title
US6349520B2 (en) Insulated concrete wall system
US5845445A (en) Insulated concrete form
US6336301B1 (en) Concrete form system ledge assembly and method
US6318040B1 (en) Concrete form system and method
US6170220B1 (en) Insulated concrete form
US5839249A (en) Foam block wall and fabrication method
US6314697B1 (en) Concrete form system connector link and method
US6739102B2 (en) Method and apparatus for forming a concrete foundation wall
US4085495A (en) Method of erecting forms for a concrete form
US20050241250A1 (en) Stud system for insulation of concrete structures
WO1998040577A1 (fr) Systeme de coffrage isolant de beton
CA2243818A1 (fr) Systeme de coffrages isoles pour le beton
US20100269433A1 (en) Buck system
US6568651B2 (en) Concrete form system
EP1513988B1 (fr) Systeme d'elements porteurs
EP0399114B1 (fr) Coffrage pour la construction de bâtiments
EP1075574B1 (fr) Element de support et procede pour supporter un mur
KR100336179B1 (ko) 건축용 판넬 및 그 벽체구축방법.
WO2007032746A1 (fr) Ensemble element support
JPH08277589A (ja) コンクリート型枠
AP100A (en) Shuttering for use in building construction.
WO1996035027A1 (fr) Parpaing a paroi fontale plane delimitee par des renfoncements
WO1991009180A1 (fr) Element de bordure
KR100222967B1 (ko) 건축물의 벽체 시공방법
WO2000024987A1 (fr) Systeme et procede de coffrage a beton

Legal Events

Date Code Title Description
WWE Wipo information: entry into national phase

Ref document number: 98814072.1

Country of ref document: CN

AK Designated states

Kind code of ref document: A1

Designated state(s): AL AM AT AU AZ BA BB BG BR BY CA CH CN CU CZ DE DK EE ES FI GB GE GH GM GW HU ID IL IS JP KE KG KP KR KZ LC LK LR LS LT LU LV MD MG MK MN MW MX NO NZ PL PT RO RU SD SE SG SI SK SL TJ TM TR TT UA UG US UZ VN YU ZW

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): GH GM KE LS MW SD SZ UG ZW AM AZ BY KG KZ MD RU TJ TM AT BE CH CY DE DK ES FI FR GB GR IE IT LU MC NL PT SE BF BJ CF CG CI CM GA GN ML MR NE SN TD TG

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

Ref document number: 139255

Country of ref document: IL

WWE Wipo information: entry into national phase

Ref document number: 1020007011898

Country of ref document: KR

WWE Wipo information: entry into national phase

Ref document number: 2000/03162

Country of ref document: TR

WWE Wipo information: entry into national phase

Ref document number: 1998920813

Country of ref document: EP

NENP Non-entry into the national phase

Ref country code: CA

WWP Wipo information: published in national office

Ref document number: 1998920813

Country of ref document: EP

REG Reference to national code

Ref country code: DE

Ref legal event code: 8642

WWP Wipo information: published in national office

Ref document number: 1020007011898

Country of ref document: KR

WWG Wipo information: grant in national office

Ref document number: 1998920813

Country of ref document: EP

WWG Wipo information: grant in national office

Ref document number: 1020007011898

Country of ref document: KR