WO2000028166A1 - Building element - Google Patents
Building element Download PDFInfo
- Publication number
- WO2000028166A1 WO2000028166A1 PCT/ZA1999/000118 ZA9900118W WO0028166A1 WO 2000028166 A1 WO2000028166 A1 WO 2000028166A1 ZA 9900118 W ZA9900118 W ZA 9900118W WO 0028166 A1 WO0028166 A1 WO 0028166A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- building element
- element according
- sections
- walls
- sheet
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
Definitions
- This invention relates to building elements and in particular building elements for low cost housing
- a building element comprises a topless and bottomless box, at least the longitudinal or side walls of the element comprising a grid or lattice
- the gridded walls include on at least some of the intersecting points thereof, a protrusion perpendicular to the gridded walls on at least the external surfaces of the building element
- the protrusion may comprise a stud having a pointed tip
- the studs may be supported on square columns These studs provide a levelling surface for the plaster facilitating disguise of the gridded walls beneath the plaster and a smooth finish
- the gridded or latticed walls may define interstices dimensioned to retain the majority of the fill within the building element This arrangement provides sufficient surface area to which the plaster is able to bond permitting a smooth, plastered finish which may then be painted or otherwise treated to create the desired aesthetic appearance
- the fill may be compacted so that it extrudes through the interstices and therefore does not necessarily require a separate plastering step
- the surface can be textured, floated or otherwise treated or fluidized
- the bars of the grid include tapered formations protruding perpendicularly from either or both of the walls, preferably on both sides thereof, the formations tapering to a point at a predetermined distance from the centre point of the wall
- the end walls of the building elements include one or more buffer or spacer elements
- a pair of spaced- apart, hollow, longitudinal buffers are provided These buffers have a depth dimension equal to the width of the tapered studs of the grid This facilitates cornering where, at a corner, a building element is stacked lengthways at right angles to the element therebelow Plastering of the lengthways element takes place as normal, while the end of the element at right angles therebelow is plastered to the level of the buffers
- cut out formations may be located between the buffers and also in the buffers themselves to not only reduce the material required for manufacture, but also to allow the plaster to bond with the filler material
- At least the side walls of the topless, bottomless box may include one or more angled sections
- the side or longitudinal walls may include a centrally located, inwardly directed , V-shaped section, the apex of the V being the inwardly directed portion
- the angle of the V may be ninety degrees in one form of the invention
- the corners of the box may also be angled, typically at forty five degrees such that the box resembles a pair of octagons joined along two of their shorter sides
- the building element comprises fourteen sides
- a building element comprises a pair of octagons in abutment with the adjacent abutting walls removed This may be described as a pair of fused octagons
- the sides of the octagons are equal in length, permitting the building elements to be stacked either parallel to one another, or perpendicular to one another, or at an angle of forty-five degrees to one another
- the building elements are provided with formations for mterengaging with adjacent elements stacked thereabove or therebelow
- the mterengaging formations comprise on either the upper or lower edges of the box a channel formation adapted to receive the periphery of one or more adjacent elements in a stacking relationship
- the outer wall of the channel may be continuous and uninterrupted while the inner wall includes one or more castellations or cut outs
- both the inner and outer walls of the channel are castellated, the castellations preferably being in register with one another to form short, spaced apart channel sections around the edge of the building element This reduces the quantity of plastic required to manufacture the elements
- the castellations located on the corner sides in the outer wall of the channel are shorter than the corresponding castellations on the inner wall This permits stacking of the building elements
- steel reinforcing may be provided in the vertical angular indentations before plastering
- the angled sections form interruptions in the longitudinal walling to take up expansion and contraction forces If the building element is manufactured as a sturdy, stackable element not subject to aging, degradation or b ⁇ ttleness, these angled sections serve to reinforce the longitudinal walls and reinforce these walls to prevent bulging
- a further advantage of the vertical indentations which result in a completed wall which is to be plastered, is that the additional thickness of the plaster at these points prevents ingress of water between the abutting end walls of horizontally adjacent building elements
- the topless and bottomless box comprises a pair of interengageable right angled elements
- the mterengaging formations preferably comprise tongue and groove formations It has been found that flexible male elements having hooked free ends engageable in complemental female elements which have formations for receiving the hooked ends, are more suitable O 00/28166
- a series of male elements may be provided at one end of a right angle portion of a box and complemental female elements at the other end, so that a pair of right angled portions may be joined together by mating the corresponding male and female elements
- the above building elements are preferably injection moulded from a plastics material such as ABS, PVC or POLYPROP or PS Singularly or in combination
- the grid comprises a mesh, the material of construction of the building element being capable of folding transversely at predetermined points to form a topless, bottomless box
- the box comprises a unit or single sheet of material
- the walls are stepped near the top and or bottom for engaging the periphery of an adjacent element in stacking relationship, the step at the top and the step at the bottom being oppositely orientated
- the unit of material comprises a meshed sheet and in particular a sheet of expanded steel may be used
- fill material which may be cementitious
- the internal area of the building elements may be overfilled such that the excess material is forced out through the apertures This can then be smoothed and augmented to produce a plaster finish
- the sheet of expanded steel may be foldable to form inwardly directed V-shaped sections at the longitudinal midpoint of the side walls of the box
- the angle of the V is preferably ninety degrees as described above
- Angled corner sections may also be provided such that when the sheet is folded into the box form, the box resembles a pair of octagons in abutment with their abutting walls removed
- no integral means is provided for securing the free ends of the sheet to each other at the corner of the box It is anticipated that securing means will not be required as the interengagement of adjacent stacked building elements by means of the peripheral steps at the top and or bottom of the walls should be sufficient to maintain the integrity of the boxes formed
- the ends of the walls may be simply tied with suitable ties which may be metal or plastic
- the unit of material comprises a steel sheet which has been progressively expanded in sections
- the expanded sections are interrupted by solid sections defining the end of one sectionahsed expansion and the beginning of the next sectionahsed expansion
- these solid sections define the angled sections of the building element, and the predetermined folding lines may be formed by means of serating, slotting, grooving or compression along these lines, singularly or a combination of these methods
- the periphery of the top and bottom of the walls may include castellations or cutouts which define the predetermined folding points, the width of the castellations determining the lengths of sections of the wall, the widths being equal units, or multiples thereof
- the sheet may include transverse grooves to facilitate the folding process
- the castellations would be of unit length save for two castellations of twice unit length which form an inwardly directed V-shaped section at the longitudinal midpoint of the side walls of the element
- the angle of the V is ninety degrees as described above, such that when the sheet is folded into the box form, the box resembles a pair of octagons in abutment with their abutting walls removed
- the corners of the box comprise a unit length as defined by the width of the castellation at this point
- cutouts are preferably only provided at the bottoms of the walls Similarly the stepped formations are also provided only at the bottoms of the walls to ensure that a double overlap does not occur when stacked
- the solid corner sections provide added stability, rigidity, vertical strength and most importantly, good surfaces for the mating or mterengaging of the corner interlocks
- lugs or tabs may be provided at one end of the sheet for engaging complimental slots in the other end to provide a positive joining of the to ends to complete the box The lugs are fed through the slots and then bent over to maintain the two ends together or may simply be pressed into one another
- the bottom ends of the solid sections may be slotted to provide a central tab or flap which may be stepped or dog-legged outwardly, while the tabs either side thereof may be stepped inwardly so that the three tabs straddle the continuous upper edge of the building element below when stacked
- This system of interlocking permits a secure interlock and better ho ⁇ zontality for levelling the rows
- flat solid sheets of material may be used to form the box
- the walls of the box may also include one or more holes therein and in the preferred form, at least the longitudinal walls include a plurality of apertures
- the apertures are preferably produced by punching through the sheet with an appropriate tool such that the resulting apertures are surrounded by jagged edges at their peripheries
- Some of the apertures may also be formed by punching through in the opposite direction
- These jagged edges improve the adherence of the fill material to the building element internally, while on the external side they form a convenient surface for plaster to be applied
- the jagged edges should be of sufficient length to permit a layer of plaster to be applied which is sufficiently thick to permit adherence to the remainder of the steel surface Ideally the flat surface of the steel should be minimised, with only sufficient being left so as to maintain the integrity of the shape of the building element This is assisted
- the end walls of the box may further include cutout sections to permit introduction of electrical and other conduits
- the cutouts comprise equally sized apertures separated by a centrally located, diagonally orientated transverse bar This design has the advantage of providing an entrance or exit point for conduits, as well as reducing the likelihood of moisture creep by means of capillary action
- the longitudinal or side walls may also include large cutouts similar to those in the end walls These assist in bonding with laterally adjacent building elements for the building of internal walls
- a building element comprises a plurality of expanded metal sheets foldable and securable to adjacent sheets to form a topless and bottomless box, the sheets being securable to one another by fasteners
- a pair of metal sheets may be provided to form the box, the sheets comprising steel which has been expanded in sections such that the expanded sections are interrupted by solid sections defining the end of one sectionahsed expansion and the beginning of the next sectionahsed expansion
- the solid sections may be provided with folding lines formed by means of serating, slotting, grooving or compression along these lines These folding lines permit formation of angled sections at the midpoints of the longitudinal sides, if required Similarly slots may be provided in a solid section to permit folding to form an L-shaped element Two L-shaped elements may then be fastened together to form a box which is then stackable upon other such boxes
- the solid sections may be provided with suitably located holes facilitating fastening to adjacent L-shaped elements and boxes by means of pop- ⁇ vets
- the sheets may be produced flat and then the angles of the bends may be pressed into the sheets consecutively and automatically prior to transportation to a site for erection
- Figure 1 is an isometric view of a building element according to the invention.
- Figure 2 is a similar view of one half of the element of Figure 1 ,
- Figure 2 A is a partial front view of a longitudinal side of an element
- Figure 3 is a plan view of an alternative form of a building element according to the invention.
- Figures 4 and 5 are isometric views of the element of Figure 3,
- Figures 6 and 7 are isometric views of an alternative form of Figure 3
- Figure 8 is an isometric view of a further alternative form of a building element according to the invention
- Figure 9 is a plan view of the element of figure 8.
- Figure 10 is an isometric view of a unit of material which comprises the element of figure 8,
- Figure 1 1 and 12 are similar views of partially assembled elements of figure 8.
- Figure 13 is a magnified view of the lower end of a wall of the element of figure 8,
- Figure 14, 15 and 16 are front and plan views of an alternative form of the invention.
- Figure 20 is an isometric view of yet a further alternative form of the invention.
- Figure 21 is a plan view of a sheet of metal, a pair of which comprise a building element according to the invention.
- Figure 22 is an isometric view of the element of figure 21,
- Figure 23 is a further isometric view of the preferred form of a building element according to the invention.
- Figure 24 is a magnified view of the end of a wall of the element of figures 21 to 23
- a building element 10 comprises a topless and bottomless box constituted of a pair of interlocking L-shaped members 12 and 14 The L-shaped members interlock at diagonally opposite corners 16
- the building elements are stackable and include a peripheral channel 18 at the top of the walls, and a peripheral lip 20 at the bottom for receiving the lip 18 of an adjacent stacked building element
- the side walls of the element comprise grids or lattices 22
- the bars of the grid have tapered protrusions 24 extending either side of the walls, which taper to a sharp edge 26 These may be referred to as slats and are illustrated in figure 2A
- the intersecting points of the grid are provided with studs 28 having pointed tips 30 which assist in levelling the plaster applied
- the bars of the grid and the interstices 32 defined by them are dimensioned to provide the plaster with sufficient contact with filler material (not shown) within the building element to facilitate bonding between them
- the sharp edges of the bars of the grid on one side assist in maintaining the filler material within the building element without excessive deformation of the side walls, while on the other they ensure that the grid is not visible beneath the plaster
- the bars of the grid define interstices 32 and the dimensions of both are selected to optimize the area of fill material available for bonding with the plaster, when it is applied
- the short end walls of the building elements are provided with a pair of hollow longitudinal buffers 36 Cut outs 38 are provided between the buffers
- the buffers have a depth dimension A-A corresponding to the width of the tapered bars or slats 24 of the grids on the side walls to facilitate plastering at corners
- a building element which may be presented as a pair of diagonally opposite portions (not shown) and which comprises a shape consisting of fused octagons 10, 12, thus providing right angled V-sections 14 at the centres of the side or longitudinal walls and 45° corner mitres
- Interengaging lips 18 and channels 16 are provided top and bottom respectively, the channels 16 shown in the Figure 1 being the top channels but they may be reversed as shown in the remaining drawings The bottom channels are not visible and they are complemental to the top channels
- a series of slats 24 may be provided to assist in a plastering operation for the outside of the element
- the slats are both horizontal and vertical and form a grid or lattice
- the slats making up the lattice or grid are the same as those shown in Figure 2A
- a building element is shown to comprise a pair of fused octagons in which the lengths of the sides of the octagons are all equal
- This arrangement permits parallel stacking, perpendicular stacking as well as stacking at an angle of 45 degrees
- a stackable building element 10 which comprises a sheet of expanded steel which is foldable along various transverse lines 12 to form the topless and bottomless elongated structure
- the walls and in particular the longitudinal or side walls of the element include a plurality of holes formed during the process of expanding the steel These holes permit excess filler material to ooze through the walls of the element 10 and this excess material can then be smoothed to provide a plastered finish
- the bottom edges 14 of the walls are stepped inwardly (see figure 13) to receive the periphery of the upper edges of the building elements stacked therebelow
- the upper edges 16 may also be stepped but outwardly
- the sheet is grooved, scored or the like along the fold lines 12 to permit bending of the steel mesh into a structure which resembles a pair of fused octagons (figure 9) in abutment, with the abutting walls 16 removed
- the midpoints of the longitudinal sides include inwardly-directed, ninety degree angled sections 18 which may be stamped out prior to folding, or simply folded on site as part of the assembly of the element These angled sections add rigidity to the longitudinal walls and prevent bulging of the walls as illustrated in the element shown in figures 3 through 7 above
- the free ends 20 and 22 of the expanded steel sheet may be tied together if required, but it is believed that the interengagement with elements stacked thereabove and therebelow will be sufficient to maintain the box-like shape
- the end walls 24 include cutouts 26 separated by a diagonally disposed cross-strip 28, to permit installation of electrical conduits and piping
- FIGS 14, 15 and 16 an alternative form of the invention is shown which comprises a unit of progressively, sectionahsed expanded steel
- the progressive expansion process results in sections of meshed steel 30 separated by solid sections 32
- the solid sections are scored or otherwise treated to permit folding Castellations or cutouts 34 are made in the central portions of the lower edges of the solid sections
- the widths of the cutouts are equal and correspond with the positioning of the fold lines 12
- the one free end of the sheet includes lugs or tabs 36 to be fed through corresponding holes 38 in the opposite end
- the tabs are bent over to produce a positive joint
- FIGS 17, 18 and 19 a further alternative form is illustrated which differs from that of figures 14 to 16 only in that the bottom ends of the solid sections are slotted to provide central flaps or tabs 40 and also flaps 42 to either side thereof
- the central and side flaps may be bent or dog-legged in opposite directions to enable this section to straddle the continuous periphery of the elements stacked below
- the solid sections which make up the V-shaped sections at the midpoints of the side walls should be of a greater width than the other solid sections to ensure that the V is deep enough to provide sufficient reinforcing O 00/28166
- a building element is shown to comprise a foldable sheet of steel or polymeric material in which the plurality of holes 50 have been punched out of a solid sheet rather than being formed during an expansion process
- the method of interlocking for stacking remains the same with peripheral step 52 engaging the peripheral step 54 of the elements below in the stack.
- a sheet of sectionahsed expanded steel 10 is shown to comprise solid sections 12 defining expanded sections 14
- the sheets 10 are folded and bent on site to form identical L-shaped elements Holes 16 in the solid section 12 facilitate pop-nvetting of the L-shaped sections together to form a stable topless and bottomless box (see Figure 22) which is stackable
- top ends of the walls are stepped 18 near the top for engaging the periphery of the adjacent element to be stacked thereabove
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU28845/00A AU2884500A (en) | 1998-11-09 | 1999-11-09 | Building element |
Applications Claiming Priority (8)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ZA9810694 | 1998-11-09 | ||
ZA98/10694 | 1998-11-09 | ||
ZA9810291 | 1998-11-11 | ||
ZA98/10291 | 1998-11-11 | ||
ZA99513 | 1999-01-25 | ||
ZA99/0513 | 1999-01-25 | ||
ZA99/3804 | 1999-06-07 | ||
ZA993804 | 1999-06-07 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2000028166A1 true WO2000028166A1 (en) | 2000-05-18 |
Family
ID=27506101
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ZA1999/000118 WO2000028166A1 (en) | 1998-11-09 | 1999-11-09 | Building element |
Country Status (2)
Country | Link |
---|---|
AU (1) | AU2884500A (en) |
WO (1) | WO2000028166A1 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005012663A2 (en) * | 2003-08-01 | 2005-02-10 | Hugh Fisher | Building elements |
ITFI20100169A1 (en) * | 2010-08-03 | 2012-02-04 | Massimo Martigli | SYSTEM OF CASSERI IN PERDERE WITH WHICH COMPOSES MODULAR FORMWORK FOR THE CONSTRUCTION OF WALLS IN CONCRETE OF COMPLEX FORM. |
US8458980B2 (en) | 2009-08-07 | 2013-06-11 | Nikolay Vaskov Ivanov | Modular building construction |
US20150275531A1 (en) * | 2012-09-17 | 2015-10-01 | Eleven Solutions Rfe S.A. De C.V. | Modular, multiperforated permanent formwork or centering construction system for reinforced concrete |
US9359759B2 (en) | 2012-11-30 | 2016-06-07 | Eleven Solutions Rfe S.A. De C.V. | Ecological construction systems for buildings with green walls |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29507162U1 (en) * | 1995-04-28 | 1995-07-06 | Lu Sin Yang | Wall construction for buildings |
US5575119A (en) * | 1993-05-29 | 1996-11-19 | Wolfowitz; Steven A. | Building element |
DE19605079C1 (en) * | 1996-02-12 | 1997-09-18 | Sven Obernolte | Formwork element |
-
1999
- 1999-11-09 AU AU28845/00A patent/AU2884500A/en not_active Abandoned
- 1999-11-09 WO PCT/ZA1999/000118 patent/WO2000028166A1/en active Application Filing
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5575119A (en) * | 1993-05-29 | 1996-11-19 | Wolfowitz; Steven A. | Building element |
DE29507162U1 (en) * | 1995-04-28 | 1995-07-06 | Lu Sin Yang | Wall construction for buildings |
DE19605079C1 (en) * | 1996-02-12 | 1997-09-18 | Sven Obernolte | Formwork element |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005012663A2 (en) * | 2003-08-01 | 2005-02-10 | Hugh Fisher | Building elements |
WO2005012663A3 (en) * | 2003-08-01 | 2005-03-31 | Hugh Fisher | Building elements |
US8458980B2 (en) | 2009-08-07 | 2013-06-11 | Nikolay Vaskov Ivanov | Modular building construction |
ITFI20100169A1 (en) * | 2010-08-03 | 2012-02-04 | Massimo Martigli | SYSTEM OF CASSERI IN PERDERE WITH WHICH COMPOSES MODULAR FORMWORK FOR THE CONSTRUCTION OF WALLS IN CONCRETE OF COMPLEX FORM. |
WO2012017462A1 (en) * | 2010-08-03 | 2012-02-09 | Massimo Martigli | System of disposable moulds used to make-up modular formworks to build-up concrete walls featuring complex shapes |
CN103052759A (en) * | 2010-08-03 | 2013-04-17 | 法布里齐奥·马尔蒂利 | System of disposable moulds used to make-up modular formworks to build-up concrete walls featuring complex shapes |
US9228344B2 (en) | 2010-08-03 | 2016-01-05 | Massimo Martigli | System of disposable moulds used to make-up modular formworks to build-up concrete walls featuring complex shapes |
CN103052759B (en) * | 2010-08-03 | 2016-08-03 | 法布里齐奥·马尔蒂利 | Realize the system of the disposable tool of the modular template of vertical cast concrete |
AU2011287189B2 (en) * | 2010-08-03 | 2016-08-04 | Martigli, Fabrizio | System of disposable moulds used to make-up modular formworks to build-up concrete walls featuring complex shapes |
US20150275531A1 (en) * | 2012-09-17 | 2015-10-01 | Eleven Solutions Rfe S.A. De C.V. | Modular, multiperforated permanent formwork or centering construction system for reinforced concrete |
US9850658B2 (en) * | 2012-09-17 | 2017-12-26 | Eleven Solutions Rfe S.A. De C.V. | Modular, multiperforated permanent formwork construction system for reinforced concrete |
US9359759B2 (en) | 2012-11-30 | 2016-06-07 | Eleven Solutions Rfe S.A. De C.V. | Ecological construction systems for buildings with green walls |
Also Published As
Publication number | Publication date |
---|---|
AU2884500A (en) | 2000-05-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA2585790C (en) | Insulating concrete block | |
US9441342B2 (en) | Retaining wall | |
US4894969A (en) | Insulating block form for constructing concrete wall structures | |
EP0694102B1 (en) | Concrete form walls | |
US8992131B2 (en) | Retaining wall | |
US5887401A (en) | Concrete form system | |
US6647686B2 (en) | System for constructing insulated concrete structures | |
US5771654A (en) | Method of construction using molded polymer blocks | |
US5809727A (en) | Web member for concrete form walls | |
US9670640B2 (en) | Retaining wall | |
US20070175155A1 (en) | Form for concrete walls | |
JP6502471B2 (en) | Formwork grate for walls or vaults | |
CA1233042A (en) | Module sections, modules and formwork for making insulated concrete walls | |
WO2000028166A1 (en) | Building element | |
WO1995016835A1 (en) | Insulated construction form element, and reinforcement therefor, and wall construction | |
ZA200103660B (en) | Building element. | |
US5058357A (en) | Construction blocks | |
US8590242B1 (en) | Insulated concrete wall | |
JPH1181522A (en) | Structural block | |
JP2564319Y2 (en) | Architectural wallboard | |
US20050034406A1 (en) | Dry set block wall building system | |
WO2007083216A1 (en) | Interlocking building block | |
WO1999066147A1 (en) | Webbed elements | |
NL8304329A (en) | Erecting wall using closed-bottom hollow pref. foam plastics blocks - with top, bottom and end faces grooved for mutually engaging pref. PVC coupling strips, filling blocks of courses with e.g. sand or gravel |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AK | Designated states |
Kind code of ref document: A1 Designated state(s): AE AL AM AT AU AZ BA BB BG BR BY CA CH CN CR CU CZ DE DK DM EE ES FI GB GD GE GH GM HR HU ID IL IN IS JP KE KG KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX NO NZ PL PT RO RU SD SE SG SI SK SL TJ TM TR TT TZ UA UG US UZ VN YU ZA ZW |
|
AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): GH GM KE LS MW SD SL SZ TZ 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 GW 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: 2001/03660 Country of ref document: ZA Ref document number: 200103660 Country of ref document: ZA |
|
WWE | Wipo information: entry into national phase |
Ref document number: IN/PCT/2001/00544/MU Country of ref document: IN |
|
REG | Reference to national code |
Ref country code: DE Ref legal event code: 8642 |
|
122 | Ep: pct application non-entry in european phase |