AU2006246443A1 - A Wall Panel and Wall Structure - Google Patents
A Wall Panel and Wall Structure Download PDFInfo
- Publication number
- AU2006246443A1 AU2006246443A1 AU2006246443A AU2006246443A AU2006246443A1 AU 2006246443 A1 AU2006246443 A1 AU 2006246443A1 AU 2006246443 A AU2006246443 A AU 2006246443A AU 2006246443 A AU2006246443 A AU 2006246443A AU 2006246443 A1 AU2006246443 A1 AU 2006246443A1
- Authority
- AU
- Australia
- Prior art keywords
- panels
- arrangement
- subwall
- panel
- cement
- 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.)
- Granted
Links
- 239000004567 concrete Substances 0.000 claims description 20
- 239000004568 cement Substances 0.000 claims description 18
- 238000000034 method Methods 0.000 claims description 10
- 239000008030 superplasticizer Substances 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 239000004793 Polystyrene Substances 0.000 claims description 9
- 229920002223 polystyrene Polymers 0.000 claims description 9
- 238000005253 cladding Methods 0.000 claims description 8
- 239000004576 sand Substances 0.000 claims description 8
- 239000012615 aggregate Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 6
- 239000011324 bead Substances 0.000 claims description 5
- 230000008602 contraction Effects 0.000 claims description 3
- 230000000717 retained effect Effects 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims 1
- 239000011449 brick Substances 0.000 description 20
- 210000002105 tongue Anatomy 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 239000011888 foil Substances 0.000 description 6
- 239000000203 mixture Substances 0.000 description 5
- 238000009413 insulation Methods 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 3
- RTZKZFJDLAIYFH-UHFFFAOYSA-N Diethyl ether Chemical compound CCOCC RTZKZFJDLAIYFH-UHFFFAOYSA-N 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 2
- 235000011613 Pinus brutia Nutrition 0.000 description 2
- 241000018646 Pinus brutia Species 0.000 description 2
- 239000005030 aluminium foil Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 241000876852 Scorias Species 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000011121 hardwood Substances 0.000 description 1
- 238000005007 materials handling Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
- E04C1/41—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts composed of insulating material and load-bearing concrete, stone or stone-like material
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
- E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0208—Non-undercut connections, e.g. tongue and groove connections of trapezoidal shape
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
Description
3371A-D1-AU
AUSTRALIA
Patents Act 1990 COMPLETE SPECIFICATION FOR A STANDARD PATENT
ORIGINAL
Name of Applicant: Name(s) of Actual Inventor(s): Address for Service: Invention Title: Details of Associated Parent Application: SOL-U-WALL SYSTEMS PTY
LIMITED
Frederick Michael MINITER FRASER OLD SOHN Patent Attorneys Level 10, The BAYER Building 275 Alfred Street NORTH SYDNEY NSW 2060 A Wall Panel and Wall Structure Australian Patent Application No. 2002 301 487 in the name of Sol-U-Wall Systems Pty Limited Filed 16 October 2002 The following statement is a full description of this invention, including the best method of performing it known to us: 3371A-D1-AU IND FIELD OF THE INVENTION
O
N1 The present invention relates to a lightweight panel for use as an outer layer of a O dwelling wall and a dwelling wall constructed using such lightweight panels.
z 1 BACKGROUND
(N
Many conventional dwellings have brick veneer walls that typically comprise a structural frame having an outer layer of bricks and an inner layer of plasterboard liner. In recent years such walls have been constructed with insulation foil disposed N therein. The use of the insulation foil increases the thermal resistance of the dwelling Owall and results in a far more energy efficient home. Whilst many home builders and 1 10 the general public at large are becoming more aware of the advantages of energy efficient homes, their cost of construction are still quite considerable, particularly due to the labour and materials handling required.
The brick veneer is a form of cladding which covers the load bearing wall and generally provides an aesthetically pleasing exterior finish. Because of thermal expansion and contraction (and indeed even expansion of bricks with age) about every feet (15 meters) in a brick veneer wall it is necessary to provide a control joint.
This is a vertical gap in the bricks up to 15mm in width which is filled with a compressible sealing material. Between the bricks themselves is a layer of mortar which bonds to the bricks and thus binds all the bricks together. The cost of conventionally laid bricks is relatively high because of the need for skilled (and therefore highly paid) bricklayers and the need for mortar with its inherent delays involved in mixing, laying and subsequent clean up.
The genesis of the present invention is a desire to provide a lightweight panel that can be used in the construction of a dwelling wall that has a thermal resistance greater than that of a brick veneer wall, and is relatively simple to construct.
SUMMARY OF INVENTION According to a first aspect the present invention there is disclosed a cladding and insulating veneer arrangement fixed to a load bearing subwall, said arrangement comprising a vertically and horizontally extending stack of substantially vertically 3371A-D1-AU IDaligned panels which are loose fixed without bonding jointing material between the panels, and retaining clips extending between said panels and the subwall.
0 According to a second aspect the present invention there is disclosed a method of erecting a cladding and insulating veneer arrangement for a load bearing subwall, said 5 method comprising the steps of: positioning a plurality of substantially vertically aligned panels in edge e¢3 abutment to form a row, i (ii) loose fixing said panels without bonding jointing material between the panels, C (iii) utilizing retaining clips extending between said panels and said subwall to 0 10 retain said panels in said row, and S(iv) repeating step for a vertically adjacent row.
According to a third aspect the present invention there is disclosed a lightweight panel for use in the abovementioned cladding and insulating arrangement, said panel being formed substantially from concrete which comprises cement, sand, lightweight aggregate, superplasticiser and water; having a density in the range of 500-1500 kg/m 3 and having an inter-engagement means to enable said panel to be loose fixed with a plurality of like panels in a vertically and horizontally extending stack of said panels, and said inter-engagement means being shaped to permit engagement with a retaining clip which permits said stack of panels to be retained adjacent a subwall from which said retaining clip extends.
BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective cut-away corner view of a first embodiment of a dwelling wall in accordance with the present invention.
Fig. 2 is a horizontal cross-sectional view of the dwelling wall shown in Fig. 1.
Fig. 3 is a perspective view of a standard lightweight concrete panel used in the construction of the dwelling wall shown in Fig 1; Figs. 4a and 4b depict perspective views of comer lightweight concrete panels used in the construction of the dwelling wall shown in Fig 1; 3371A-D1-AU IDFig. 5 is a perspective view of a first embodiment of a panel clip used in the construction of the dwelling wall shown in Fig 1, Fig. 6 is a perspective view of a wall in accordance with a second embodiment, Z and Fig. 7 is a horizontal cross-sectional view through adjoining panels of a third embodiment.
SMODE OF CARRYING OUT INVENTION 1 and 2 illustrate, in a simplified schematic fashion, the construction of a Sdwelling wall 1 having a structural frame comprising of wooden studs 2 and noggings 3. In this embodiment the studs 2 and noggings 3 are preferably 100mm x 50mm (4 X 2 inches) pine, but in other embodiments may be of different size, timber or material.
The inner layer of dwelling wall 1 comprises of conventional plasterboard liner 4, which is typically about 13mm thick, attached to the structural frame of studs 2 and noggings 3.
The outer layer of dwelling wall 1 comprises of a plurality of lightweight concrete panels 5a, 5b, 5c, 5d and 5e. Each standard panel 5a and comer panel 5b is about 600mm x 300mm x 50mm, whilst smaller comer panel 5c is about 300mm x 300mm x 50mm, however this size is not critical. What is of substantial economic importance is that each panel is of a size equivalent in wall surface area to many bricks and can be much more quickly and conventionally lifted, handled and placed in position than the many bricks of equivalent wall surface area.
All panels 5a-c have a tongue 6a along their upper horizontal extent and a groove 7a extending along their lower horizontal extent, for horizontal stacked engagement in tongue and groove relationship with other like panels 5a-c. The standard panels also have a tongue 6b and groove 7b disposed oppositely to each other along their vertical edges, for vertical abutment in tongue and groove relationship with other like panels The corner panels 5b and 5c vary on the vertical edges, in that the groove 7b is replaced by a flat face 7c. It should be noted that in Figs 4a and 4b the comer panels 3371A-D1-AU IDshown are for starting at left and travelling right, however, comer panels starting at right and travelling left 5d and 5e, vary from panel 5a by replacing the tongue 6b by a flat face.
0 Z Panel clips 8 secured to studs 2 at 450-600mm spacing by nail or screw fasteners, are 5 used to secure panels 5a-c to the structural frame. Each panel clip 8 has a back portion 9 adapted to sit flush against the stud 2 to which it is secured. The ledge portion which projects from back portion 9, is adapted to engage with adjacent lightweight Spanels 5a-c at the junction of their substantially horizontal respective tongue 6a and groove 7a.
In this way the panels are able to be stacked horizontally in a row and vertically with one row above another. As each panel is placed in position it is kept in place by means of one of the clips 8 until the next row of panels is positioned above the previous row. In this way no skilled labour such as a bricklayer is required.
Furthermore, the clips 8 are hidden from view and thus provide a concealed temporary fixing.
Furthermore, the inter-engagement of the tongues 6 and grooves 7 provides an overlap between adjacent panels 5 which is sufficient to seal against the ingress of wind and/or moisture. Since the panels 5 are loose fitted in the stack the panels 5 can move relative to each other and the clips 8 to accommodate thermal expansion and contraction. This is to be contrasted with conventional brick veneer construction where a bonding jointing compound such as mortar actually binds each brick to its adjacent bricks. It follows that because of this loose fitting of the panels 5 no control joints are required.
Concertina (or zig-zag) foil batts 11 are preferably disposed within the structural frame between the inner layer of plasterboard liner 4 and outer layer lightweight concrete panels 5a-e. One suitable type ofbatt 11 is the commercially available RENFOIL aluminium concertina batt.
Also a second layer of foil sheet 12, as shown in Fig. 2, but omitted for purposes of clarity from Fig. 1, is preferably attached to the studs 2 of the structural frame, and also preferably dished a minimum of 25mm. A suitable type of foil sheet 12 is the commercially available RENFOIL aluminium foil sheet.
3371A-D1-AU N0 The lower portion of wall 1 has an apron 14 which extends downwardly from a 0 100mm x 75mm hardwood plate 15. The apron 14 does not extend to the ground line.
(N1 A mesh 17, preferably of stainless steel covers the gap between apron 14 and the O ground, and is affixed to a pine fixing plate 18. A flashing 16 is placed between the s 5 bottom row of panels 5 and the plate The lightweight panels 5a-c are manufactured by moulding and in this embodiment are preferably moulded to a thickness of about 50mm. Once the panels are moulded, if Sdesired they each can have a polystyrene sheet 13 of about 8-12mm adhered to their r back. However, this is not essential and in many circumstances undesirable since the O 10 panels with the polystyrene sheet 13 are much less robust and are more difficult to CNI handle than the panels 5 without the polystyrene sheet 13. The panels are then cured in racks. The resulting thickness of the panels in this embodiment is about 60mm. In an alternative embodiment, the polystyrene sheet 13 may be affixed to the panel during moulding/casting.
The concrete mix used to make the panels 5a-c is extremely lightweight. Generally speaking, "lightweight" is typically regarded as low-density concrete of less than 2100 kg/m 3 using lightweight aggregate (for example scoria) or (polystyrene beads) which are preferably uncoated with any chemicals.
In the present invention the concrete mix used to make the panels has a density substantially less than 2100 kg/m 3 and preferably in the range of 500-1500 kg/m 3 More preferably the density of the concrete mix is in the range 700-1200 kg/m 3
A
density of 1100 kg/m 3 is particularly preferred. The concrete mix comprises cement, sand, lightweight concrete aggregate, a high range superplasticiser and water.
Examples of suitable mixes are shown in the table below.
Nominal Density 1200 kg/m 3 800 kg/m 3 700 kg/m 3 Materials Type GP Cement 40kg 40kg Fine sand 55kg 24kg Polystyrene beads 70 litres 110 litres 120 litres Superplasticiser 295ml 295ml 295ml Water 13.0 litres 13.0 litres 13.0 litres 3371A-D1-AU IDWhilst in the abovementioned examples the cement used is General Purpose Cement S(Type GP), other types of cement such as High Early Strength Cement (Type HE), or blended cements including slag or fly ash blends may be used.
0 Z In the abovementioned examples the sand weights are measured as "saturated, surface 5 dry".
Cc In the abovementioned examples the preferred proportion of superplasticiser is 0.8% of cement by weight, but may vary from 0.5% to The preferred proportion of 0.8% is based on using the commercially available Sika ViscoCrete® Ssuperplasticiser. In other embodiments other brands of superplasticiser may be used.
Carbosylic ether polymer is also a suitable superplasticiser.
In the abovementioned examples water quantity is designed to achieve a water/cement ratio in the range of 0.30 -0.35 or 0.3-0.4 by weight of cement. This low water/cement ratio is used to optimise concrete strengths and to suit compaction of the concrete.
One advantage of constructing a dwelling wall utilising lightweight concrete panels as described above, is that the wall will have a thermal resistance at least twice that of a conventional brick veneer wall incorporating foil insulation, thereby making the dwelling more energy efficient. A further advantage of the dwelling wall utilising such lightweight panels is that its weight/mass is considerably less than a brick veneer wall and may be constructed faster and with less skilled labour than a brick veneer wall, thereby reducing the overall cost for constructing the dwelling.
A further advantage is that the concrete panels as described above have suitable aesthetic appeal and look somewhat like a sandstone finish. This is achieved by placing sand in the bottom of the mould (not illustrated) in which the panels 5 are cast. This bottom surface becomes the front face of the panel and the sand bonds with the concrete as the concrete sets. The panels thus formed also have a high impact resistance and good moisture resistance.
Turning now to Fig, 6, in a second embodiment of a wall 100 the panels 5 are substantially as before but the load bearing subwall which is to be cladded and insulated is a brick or masonry wall 102. No air gap or other insulation such as 3371A-D1-AU I aluminium foil is provided between the subwall 102 and the panels 5. Each panel is
O
loose stacked in a horizontally extending row 110 with adjacent rows located one above the other. Each panel 5 is positioned in its intended position and temporarily Z held in place by means of a clip 108 (only one of which is illustrated in Fig. 7).
1 5 The clip 108 has a hook shaped tip which mates with the horizontally extending groove 6a of the panel 5. The vertical base of the clip 108 is secured to the subwall 102 in any convenient fashion using power nails, adhesives, or the like.
It is not essential that the panels 5 be provided with a tongue and groove jointing arrangement. Instead the panels 5 can be provided with a groove 107 that extends S 10 entirely around the edge of the panel. As seen in Fig. 7, two adjacent panels 5 in a row of panels will have the vertical grooves 107 form a vertically extending cavity.
This cavity receives a sealing strip 109 which loosely occupies the cavity and seals the vertically extending gap 120 between the horizontally adjacent panels 5. In the embodiment of Fig. 7 the panels 5 abut studs 2 as in Figs. 1 and 2 which have an interior surface formed by plasterboard 4.
The panels 5 of Fig. 7 also have horizontally extending grooves 107 on their upper and lower edges which form similar horizontally extending cavities between vertically adjacent panels 5. These horizontally extending cavities can be sealed with a length of sealing strip 109 which is approximately the length of the panels 5. Thus the short lengths of horizontally extending sealing strip extend between the long lengths of vertically extending sealing strip. Naturally, this arrangement can be reversed, if desired, with the short lengths extending vertically and the long lengths extending horizontally. In a still further variation, long lengths can be used both vertically and horizontally with the sealing strips being crossed at each panel corner. The panels of Fig. 7 utilize the clip 108 of Fig. 6 with the hook thereof reversed to engage the groove 107.
The foregoing describes only some embodiments of the present invention and modifications, obvious to those skilled in the building arts, can be made thereto without departing from the scope of the present invention.
3371A-D1-AU I0 The term "comprising" and its grammatical variations as used herein is used in the 0 inclusive sense of "having" or "including" and not in the exhaustive sense of "consisting of'.
0
Claims (17)
1. A cladding and insulating veneer arrangement fixed to a load bearing subwall, said arrangement comprising a vertically and horizontally 0 z extending stack of substantially vertically aligned panels which are loose fixed without bonding jointing material between the panels, and retaining clips extending between said panels and the subwall.
2. The arrangement as defined in claim 1 wherein said load bearing subwall comprises a framework of vertically extending studs.
3. The arrangement as defined in claim 1 wherein said load bearing subwall comprises a masonry wall.
4. The arrangement as claimed in any one of claims 1-3 wherein said panels (-i have tongue and groove inter-engagement means. The arrangement as claimed in claim 4 wherein said retaining clips each have a hook which mates with the tongue of said tongue and groove inter- engagement means.
6. The arrangement as claimed in any one of claims 1-5 wherein said panels have an inter-engagement means comprising a peripheral groove and a sealing strip dimensioned to be retained in a cavity formed by opposed grooves of abutting panels.
7. The arrangement as claimed in any one of claims 1-6 wherein said panel stack does not include control joints and any thermal expansion or contraction of said panels is accommodated by the loose fixing thereof.
8. The arrangement as claimed in any one of claims 1-7 wherein said panels comprise lightweight concrete.
9. The arrangement as claimed in claim 8 wherein said lightweight concrete comprises cement, sand, lightweight aggregate, superplasticiser and water. The arrangement as claimed in claim 9 wherein said lightweight aggregate comprises polystyrene beads.
11. The arrangement as claimed in claim 10 wherein said polystyrene beads are uncoated.
12. The arrangement as claimed in any one of claims 9-11 wherein the ratio of water/cement is 0.30-0.35 or 0.30-0.40 by weight. 3371A-D1-AU ID13. The arrangement as claimed in any one of claims 9-12 wherein the proportion of said superplasticiser comprises 0.5-1.5% of cement by weight. z 14. The arrangement as claimed in any one of claims 1-13 wherein the density of said panels is in the range of 500-1500 kg/m 3 A method of erecting a cladding and insulating veneer arrangement for a load bearing subwall, said method comprising the steps of: positioning a plurality of substantially vertically aligned panels in edge O abutment to form a row, N (ii) loose fixing said panels without bonding jointing material between the panels, (iii) utilizing retaining clips extending between said panels and said subwall to retain said panels in said row, and (iv) repeating step for a vertically adjacent row.
16. The method as claimed in claim 15 including the step of: forming said subwall from a frame of vertically extending studs.
17. The method as claimed in claim 16 including the step of: (vi) securing plasterboard to that side of said studs to which said panels are not secured.
18. The method as claimed in claim 15 including the step of: (vii) forming said subwall from masonry.
19. A lightweight panel for use in the arrangement of claim 1, said panel being formed substantially from concrete which comprises cement, sand, lightweight aggregate, superplasticiser and water; having a density in the range of 500-1500 kg/m3; and having an inter-engagement means to enable said panel to be loose fixed with a plurality of like panels in a vertically and horizontally extending stack of said panels, and said inter-engagement means being shaped to permit engagement with a retaining clip which permits said stack of panels to be retained adjacent a subwall from which said retaining clip extends. The panel as claimed in claim 19 wherein: said lightweight aggregate comprises polystyrene beads, the ratio of water/cement is 0.30-0.35 or 0.30-0.40 by weight, and 3371A-D1-AU N0 the proportion of said superplasticiser comprises 0.5-1.5% of cement by O Sweight.
21. A cladding and insulating veneer arrangement substantially as herein z described with reference to Figs. 1-5 or Fig. 6 or Fig. 7.
22. A method of erecting a cladding and insulating veneer arrangement, said method being substantially as herein described with reference to Figs. or Fig. 6 or Fig. 7.
23. A lightweight panel for use in the arrangement of claim 21, said panel being Sarrangement substantially as herein described with reference to Figs. 1-5 or Fig. 6 or Fig. 7. Dated this 2 8 th day of November 2006 SOL-U-WALL SYSTEMS PTY LTD By FRASER OLD SOHN Patent Attorneys for the Applicant
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2006246443A AU2006246443B2 (en) | 2002-10-16 | 2006-11-29 | A Wall Panel and Wall Structure |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2002301487 | 2002-10-16 | ||
| AU2002301487A AU2002301487A1 (en) | 2002-10-16 | 2002-10-16 | A wall panel and wall structure |
| AU2006246443A AU2006246443B2 (en) | 2002-10-16 | 2006-11-29 | A Wall Panel and Wall Structure |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU2002301487A Division AU2002301487A1 (en) | 2002-10-16 | 2002-10-16 | A wall panel and wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| AU2006246443A1 true AU2006246443A1 (en) | 2006-12-21 |
| AU2006246443B2 AU2006246443B2 (en) | 2009-09-24 |
Family
ID=32739159
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU2002301487A Abandoned AU2002301487A1 (en) | 2002-10-16 | 2002-10-16 | A wall panel and wall structure |
| AU2006246443A Ceased AU2006246443B2 (en) | 2002-10-16 | 2006-11-29 | A Wall Panel and Wall Structure |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU2002301487A Abandoned AU2002301487A1 (en) | 2002-10-16 | 2002-10-16 | A wall panel and wall structure |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US20040148890A1 (en) |
| AU (2) | AU2002301487A1 (en) |
| NZ (1) | NZ528803A (en) |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6659463B2 (en) * | 1999-01-08 | 2003-12-09 | Thomas J. Mackey | Interconnecting miniature toy figurine bases with record tracking system |
| US8752345B1 (en) * | 2004-06-07 | 2014-06-17 | Athas N. Kometas | Apparatus and method for framing windows and doors |
| ITMI20042307A1 (en) * | 2004-11-30 | 2005-02-28 | Marifon S R L | SOUND-INSULATING BLOCK |
| PL2125367T3 (en) | 2007-01-16 | 2013-05-31 | Berry Plastics Corp | Reinforced film for blast resistance protection and methods thereof |
| US20090004430A1 (en) * | 2007-06-27 | 2009-01-01 | Cummins Toney K | Reinforced elastomeric configuration tailored to meet a user's requirements for protecting a structure and a structure comprised thereof |
| US20110005695A1 (en) * | 2008-03-03 | 2011-01-13 | Nicholas Boone | Transportable Modular System Permitting Isolation of Assets |
| CN102071758A (en) * | 2010-12-13 | 2011-05-25 | 上海朗诗建筑科技有限公司 | Watertight building structure system |
| US20120186178A1 (en) * | 2011-01-21 | 2012-07-26 | Gregory Westra | Wall insulation system and a method of installing the same |
| US9790406B2 (en) | 2011-10-17 | 2017-10-17 | Berry Plastics Corporation | Impact-resistant film |
| US10626599B2 (en) * | 2016-01-06 | 2020-04-21 | David NEGEV | Interlocking masonry brick |
| CN108547394A (en) * | 2018-07-12 | 2018-09-18 | 李忠杰 | A kind of external wall |
| CN115506522B (en) * | 2022-11-09 | 2024-10-15 | 中国建筑第四工程局有限公司 | Invisible water dispersing mechanism of curtain wall and construction method |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3867244A (en) * | 1971-12-22 | 1975-02-18 | Boeing Co | Insulation and condensation control blanket |
| US3845593A (en) * | 1972-09-12 | 1974-11-05 | G Zen | Lightweight concrete panel |
| CA1056178A (en) * | 1976-01-19 | 1979-06-12 | Morris Schupack | Reinforced panel structures and methods for producing them |
| US4314431A (en) * | 1979-12-31 | 1982-02-09 | S & M Block System Of U.S. Corporation | Mortar-less interlocking building block system |
| US4578915A (en) * | 1984-03-12 | 1986-04-01 | National Gypsum Company | Exterior wall |
| US5713176A (en) * | 1995-10-25 | 1998-02-03 | Hunt; Donald Patrick | Combination metal and composite stud |
| US5930964A (en) * | 1998-02-04 | 1999-08-03 | Boehning; John W. | Composite lightweight building element and methods of making and using same |
| FR2825698B1 (en) * | 2001-06-07 | 2004-07-09 | Bpb Plc | PLATE BASED ON CEMENT BINDER, METHOD FOR MANUFACTURING SUCH A PLATE, EXTRUDER FOR CARRYING OUT SUCH A METHOD, AND USE OF SUCH A PLATE |
-
2002
- 2002-10-16 AU AU2002301487A patent/AU2002301487A1/en not_active Abandoned
-
2003
- 2003-10-13 NZ NZ528803A patent/NZ528803A/en unknown
- 2003-12-05 US US10/727,564 patent/US20040148890A1/en not_active Abandoned
-
2006
- 2006-11-29 AU AU2006246443A patent/AU2006246443B2/en not_active Ceased
Also Published As
| Publication number | Publication date |
|---|---|
| AU2006246443B2 (en) | 2009-09-24 |
| NZ528803A (en) | 2004-08-27 |
| US20040148890A1 (en) | 2004-08-05 |
| AU2002301487A1 (en) | 2004-05-06 |
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| Date | Code | Title | Description |
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| MK25 | Application lapsed reg. 22.2i(2) - failure to pay acceptance fee | ||
| NB | Applications allowed - extensions of time section 223(2) |
Free format text: THE TIME IN WHICH TO PAY THE ACCEPTANCE FEE HAS BEEN EXTENDED TO 24 JAN 2010. |
|
| FGA | Letters patent sealed or granted (standard patent) | ||
| PC | Assignment registered |
Owner name: MINITER, FREDERICK; MINITER, KAYE Free format text: FORMER OWNER WAS: SOL-U-WALL SYSTEMS PTY LIMITED |
|
| PC | Assignment registered |
Owner name: SOL-U-WALL PRODUCTS PTY LTD Free format text: FORMER OWNER WAS: MINITER, FREDERICK; MINITER, KAYE |
|
| PC | Assignment registered |
Owner name: MINITER, KAYE; MINITER, FREDERICK Free format text: FORMER OWNER WAS: SOL-U-WALL PRODUCTS PTY LTD |
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| MK14 | Patent ceased section 143(a) (annual fees not paid) or expired |