AU2007234642B2 - Glass Concrete Composite Panel - Google Patents

Glass Concrete Composite Panel Download PDF

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Publication number
AU2007234642B2
AU2007234642B2 AU2007234642A AU2007234642A AU2007234642B2 AU 2007234642 B2 AU2007234642 B2 AU 2007234642B2 AU 2007234642 A AU2007234642 A AU 2007234642A AU 2007234642 A AU2007234642 A AU 2007234642A AU 2007234642 B2 AU2007234642 B2 AU 2007234642B2
Authority
AU
Australia
Prior art keywords
moulding
gasket
planar
glass
blocks
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.)
Ceased
Application number
AU2007234642A
Other versions
AU2007234642A1 (en
Inventor
William Hugh Burke
Roy Loftus
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Glass Block Constructions Aust Pty Ltd
Original Assignee
Glass Block Constructions Aust Pty 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 claimed from AU2002229424A external-priority patent/AU2002229424A1/en
Application filed by Glass Block Constructions Aust Pty Ltd filed Critical Glass Block Constructions Aust Pty Ltd
Priority to AU2007234642A priority Critical patent/AU2007234642B2/en
Publication of AU2007234642A1 publication Critical patent/AU2007234642A1/en
Assigned to GLASS BLOCK CONSTRUCTIONS (AUST) PTY LTD reassignment GLASS BLOCK CONSTRUCTIONS (AUST) PTY LTD Request for Assignment Assignors: GLASS BLOCK CONSTRUCTIONS (AUST) PTY LTD, W. LOFTUS & CO PTY LTD
Priority to AU2009201037A priority patent/AU2009201037B2/en
Application granted granted Critical
Publication of AU2007234642B2 publication Critical patent/AU2007234642B2/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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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
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/0056Means for inserting the elements into the mould or supporting them in the mould
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B19/00Machines or methods for applying the material to surfaces to form a permanent layer thereon
    • B28B19/0053Machines or methods for applying the material to surfaces to form a permanent layer thereon to tiles, bricks or the like
    • B28B19/0061Means for arranging or fixing the tiles, bricks or the like in the mould
    • 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
    • B28B7/0002Auxiliary parts or elements of the mould
    • B28B7/0011Mould seals
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/54Slab-like translucent elements
    • E04C2/546Slab-like translucent elements made of glass bricks

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Panels For Use In Building Construction (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Securing Of Glass Panes Or The Like (AREA)
  • Laminated Bodies (AREA)
  • Joining Of Glass To Other Materials (AREA)
  • Finishing Walls (AREA)

Description

P/00/011 28/5/91 Regulation 3.2 AUSTRALIA Patents Act 1990 ORIGINAL COMPLETE SPECIFICATION STANDARD PATENT Name of Applicants: W. Loftus & Co Pty Ltd Glass Block Constructions (Aust) Pty Ltd Actual Inventors: Roy Loftus William Hugh Burke Address for service is: WRAY & ASSOCIATES Level 4, The Quadrant 1 William Street Perth, WA 6000 Attorney code: WR Invention Title: Glass Concrete Composite Panel The following statement is a full description of this invention, including the best method of performing it known to me: 1 -2 Glass Concrete Composite Panel Field of the Invention This invention relates to a construction system and method for glass or other 5 block panels, components thereof and a glass or other block panel formed thereby, which has particular utility in the construction industry. The invention has particular, although not exclusive, application for the construction of pre-fabricated glass or other block panels that may be used as flooring, ceilings or wall panels in building construction either in situ or remote of the construction site, especially 10 those that are required to meet a prescribed fire rating standard. Throughout the specification, unless the context requires otherwise, the word "comprise" or variations such as "comprises" or "comprising", will be understood to imply the inclusion of a stated integer or group of integers but not the exclusion of any other integer or group of integers. 15 Background Art The discussion of the background art throughout the specification is intended to facilitate an understanding of the present invention only. It should be appreciated that the discussion is not an acknowledgment or admission that any of the material referred to was published, known or part of the common general 20 knowledge in Australia as at the priority date of the application. The construction of pre-fabricated glass or other block panels may be relatively straightforward. The construction of glass or other block panels, however, that are required to meet a prescribed fire rating standard is a little more complex, where a mean thickness of the panel needs to be achieved with a magnitude that is 25 marginally greater than the thickness of a standard size glass or other block. Methods and systems typically used for the construction of glass or other block panels of the latter type generally involve the building of removable formwork to -3 create a planar substrate on which mouldings of substantially commensurate size and shape to the blocks forming the panel are fixedly attached. The mouldings typically comprise blocks made from wood, nylon or other suitable material and are arranged in a matrix corresponding to the intended arrangement of the blocks 5 forming the panel, suitably spaced apart from each other to define interstices corresponding to the intended spacing between the blocks. Blocks are then individually disposed in juxtaposition with the outer planar surface of each moulding so that the outer face of one side of a block confronts the outer planar surface of a corresponding moulding and the outer edge of the block is 10 contiguous with the upstanding edge of a moulding defining the circumscribing interstice around the moulding. In this manner the interstices around the mouldings are carried through to define spaces between adjacent blocks for filling with a binder whilst the mouldings hold the blocks in a matrix that becomes the panel. 15 Once the blocks are in position, a binding mixture such as concrete is poured into the interstices between the mouldings and the blocks in layers and reinforcing rods are laid within the spaces at discrete intervals and levels to be embedded within the mixture until the interstices are completely filled with the binder. The binder may be agitated by a vibrator or other means to ensure that all of the 20 spaces forming the interstices are filled with the binding mixture to complete the construction of the panel composite. The panel composite is then left for the binding mixture to set or cure, which in the case of concrete may be some 18 hours. Following setting or curing, the formwork and mouldings are dismantled and released from the block panel 25 composite leaving an integral and self-supporting glass block panel structure that has grid-like protrusions formed by the binder projecting outwardly and contiguously from the spaces between the blocks on the side of the panel where the moulding and formwork were previously disposed. The resultant block panel can be used as a building element in the formation of 30 walls, floors or ceilings within a building structure, which in the case of glass blocks is also translucent.
-4 A problem with this form of construction is that the mouldings have to be positioned precisely upon the formwork surface to ensure proper location and formation of the interstices and the outer planar surfaces of the mouldings for correct location of the blocks. This can be very time consuming and laborious and 5 thus adds significantly to the construction costs involved with manufacturing a block panel in this manner. Another problem is that due to imperfections in the block side faces and the mouldings themselves, the junction between the confronting side faces of the blocks and the outer planar surface of the mouldings provides a gap in some 10 places where the binding mixture can penetrate, particularly during vibration of the binder. This migration of the binder onto the surface of the blocks can deface the blocks after the formwork and mouldings are removed and can be difficult and costly to remove. This causes additional cleaning requirements in places that are difficult to access in the finished panel, given that these incursions onto the block 15 surface occur adjacent a binder protrusion. Accordingly, the defaced region of the block surface is oftentimes simply left, resulting in an appearance of the panel that is unattractive and which, in the case of glass block panels detracts from the primary purpose of the panel which is to allow light to pass through. Disclosure of the Invention 20 The present invention seeks to overcome some if not all of the problems described above with the construction of glass or other block panels, or to mitigate some if not all of these problems to at least some extent. In accordance with a first aspect of the present invention, there is provided a method for constructing a glass or other block panel comprising: 25 laying blocks on a corresponding moulding having a series of coplanar outer surfaces for supporting the blocks in a matrix with interstices between adjacent outer edges of the blocks and filling the interstices with a binder; -5 disposing a gasket formed of resilient material fixedly around the periphery of the planar outer surfaces of the moulding so that the gasket projects marginally from the planar outer surface; and positioning the blocks so that periphery of a side face thereof confronting the 5 planar outer surface of the moulding is brought into sealing relationship with the gasket to prevent the binder from penetrating through a junction between the planar outer surface of the moulding and the confronting side face of the block. Preferably, the projection of the gasket is also biased outwardly from the junction towards an adjacent interstice. 10 In accordance with a second aspect of the present invention, there is provided a construction system for a glass or other block panel, comprising: a moulding having a series of coplanar outer surfaces for supporting blocks in a matrix with interstices between adjacent outer edges of the blocks to be filled with a binder; and 15 a gasket formed of resilient material fixedly attached to the periphery of each planar outer surface of the moulding and having a portion extending marginally from the planar outer surface of the moulding for supporting a face of the block thereon in sealing engagement therewith. Preferably, said portion is also biased outwardly from the junction towards an 20 adjacent interstice. In accordance with a third aspect of the present invention, there is provided a gasket formed of resilient material for fixed attachment to a moulding having a planar outer surface formed with a groove, the gasket comprising: an inner shank portion for positive and retained location within the groove and an 25 outer projecting portion obliquely oppositely disposed relative to the inner shank portion, a distal end of the outer projecting portion forming a planar locus projecting from the planar outer surface of the moulding when fixedly attached thereto to sealing engage a planar surface of the block disposed thereon.
-6 Preferably, the oblique disposition of said outer projecting portion is biased outwardly from the transverse axis of the planar locus formed thereby. In accordance with a fourth aspect of the invention, there is provided a glass or other block panel formed in accordance with any one of the preceding aspects of 5 the method or system as hereinbefore described. Brief Description of the Drawings An embodiment of the present invention will now be described, by way of example only, with reference to the accompanying drawings, wherein: Figure 1 a is a perspective view of the topside of a moulding; 10 Figure 1b is a perspective view of the underside of the moulding in Figure 1a; Figure 1c is a side elevation of the moulding in Figures 1a and 1b; Figure 2a is a perspective view of a gasket; Figure 2b is a fragmentary perspective view through a cross section of the gasket in Figure 2a; 15 Figure 3 is cross-sectional view taken through the junction between the circumferential wall and outer surface of the moulding; Figure 4 is a cross sectional view showing the overlapping relationship between adjacently disposed mouldings; Figure 5 is a cross-sectional view of a composite glass block panel construction 20 system with the moulding and formwork in place; Figure 6a is a fragmentary cross-sectional view of the junction between the circumferential wall and the outer surface of a moulding with the gasket in position, showing its relative position within Figure 5; -7 Figure 6b is a corresponding fragmentary view of Figure 4, showing its relative position within Figure 5; Figure 7 is a plan view of a completed glass block panel; Figure 8 is a cross-sectional view of the panel of Figure 7 taken through section 5 C-C; and Figure 9 is a cross-sectional view of the panel of Figure 7 taken through section D-D. Best Mode(s) for Carrying Out the Invention The preferred embodiment of the best mode of the invention is directed towards a 10 construction system and method for a glass block panel that is able to meet a prescribed fire rating standard requiring the mean of the panel thickness to be greater than the individual thickness of each glass block forming the panel. The embodiment also describes a modular moulding and gasket used in the construction of the panel and the resultant panel so formed. 15 The construction system 11 is best shown in Figure 5 of the drawings, where timber formwork 13 forms a substrate on which plastic mouldings 15 are fixedly disposed by screw fasteners 17 to form a moulding composite. Gaskets 19 are affixed to the mouldings and glass blocks 23 are disposed thereon, defining interstices 25 therebetween. The interstices 25 are filled with a binder in the form 20 of concrete 27 and steel reinforcing rod 29 to complete the formation of a composite block panel construction system. Describing each of the components of the system in more detail, the formwork 13 and glass blocks 23 are of standard design. The formwork is simply a sheet of timber, such as thick plywood. The glass blocks are rectangular and each 25 comprise a pair of parallel side faces 23a and a peripheral edge 23b. The concrete 27 is also of a standard binding mix to meet the requisite fire rating and structural strength requirements for binding the glass blocks together to form -8 the panel. Similarly, the steel reinforcing rod 29 is of a prescribed gauge and sized to locate within the interstices. The mouldings 15 are modular, the design of each being more particularly shown in Figures la to 1c. Each moulding is specially designed comprising an 5 upstanding and outwardly flared circumferential wall 31, a planar outer surface 33 surmounting the wall, and a radial flange 35 projecting outwardly of the wall. The flange is oppositely disposed of the planar outer surface 33 and is in generally parallel, spaced relationship therewith. The radial flange 35 is divided into two symmetrical stepped edge configurations, 10 one being complementary to the other, where one stepped edge configuration is formed along two adjacent terminal edges of the circumferential wall 31, and the other stepped edge configuration is formed along the two remaining terminal edges of the circumferential wall. The one stepped edge configuration is arranged so that an upper recessed portion of the radial flange is provided to form a lower 15 radial flange 37a and the other stepped edge configuration is arranged so that a lower recessed portion of the radial flange is provided to form an upper radial flange 37b. The lower radial flange 37a is provided with a medial slot 38a in each adjacent terminal edge thereof, and the upper radial flange is provided with a medial tongue 38b to locate within a correspondingly aligned slot 38a of an 20 adjoining moulding. The symmetrical and complimentary configuration of the stepped edges allows for overlapping and positive engagement with an adjacent moulding 15 as shown in Figures 4 and 6b of the drawings. In this manner a regular matrix of coplanar outer surfaces 33 is formed with interstices 25 defined by the wall 31 and flanges 35 of adjoining mouldings. 25 The junction between the planar outer surface 33 and the circumferential wall 31 is formed with a continuous groove 39 for accommodating the gasket 19. The distal end of the outer side wall 39a of the groove 39 juxtaposed with the circumferential wall 31 terminates short of the distal end of the inner side wall 39b of the groove juxtaposed with the planar outer surface 33. 30 The gasket 19, as shown in Figures 2 and 6a of the drawings, is formed of resilient material, such as rubber, and comprises an inner shank portion 19a for -9 positive and retained location within the groove 39 and an outer projecting portion 19b obliquely oppositely disposed relative to the inner shank portion at an incidental angle of approximately 1350. The gasket forms a ring so that the distal end 41 of the outer projecting portion 19b defines a planar locus disposed proudly 5 of the planar outer surface 33 of the moulding 15 when fixedly attached thereto within the groove to sealing engage a planar surface of a block disposed thereon. The angular orientation of the outer projecting portion 19b is biased outwardly from the transverse axis of the planar locus formed thereby and the junction as shown in Figure 6a of the drawings to provide for the best sealing engagement of 10 the side face 23b of a glass block and impede the incursion of concrete into the junction between the outer face 33 of the moulding and the confronting side face of the block 23. The moulding 15 is also provided with a pair of cylindrical bosses 43 projecting transversely of the planar outer surface, inwardly of the moulding and having 15 central apertures 45 that open to the surface to facilitate the location of the screw fasteners 17. The apertures are countersunk at the surface to accommodate the heads of the fasteners. The resiliency of the gaskets 19 facilitates fixing the glass blocks 23 in position when locating them on the mouldings in a planar array, as shown in Figures 5 and 20 7 of the drawings, and helps in retaining the blocks in position. Once the formwork 13 and the mouldings 15 are precisely positioned with the gaskets 19 in place, the glass blocks are carefully laid in position and the interstices 25 filled with concrete. The space defining the interstices between the mouldings is filled initially with concrete before a first layer of reinforcing rods is 25 disposed upon the concrete to create a mesh. Once the reinforcing rods are in position, concrete is poured into the remaining space of the interstices between the glass blocks until approximately the two-thirds level of the blocks. A second layer of reinforcing rods is then positioned to create a second mesh layer and the remainder of the concrete is poured to level off at the outer side face of the glass 30 blocks, embedding the reinforcing rods therein.
-10 The composite panel structure is then left to set or cure, which in the case of concrete can take up to 18 hours. After the curing process is complete, the formwork and the mouldings can be dismantled and released from the composite, leaving an integral and self 5 supporting glass block panel 51 as shown in Figures 7 to 9, having outwardly protruding concrete formations 53 contiguous with the spacing between the blocks 23. As can be seen, the circumferential wall 31 of the moulding is tapered outwardly to facilitate releasing the moulding 15 from the composite. It should be appreciated that the scope of the invention is not limited to the 10 particular embodiment described herein and that the invention has utility with forming panels from other type of block material. Modifications and variations such as would be apparent to a skilled addressee are deemed to be within the scope of the present invention.

Claims (11)

1. A method for constructing a glass or other block panel, comprising: laying blocks on a corresponding moulding having a series of coplanar outer surfaces for supporting the blocks in a matrix with interstices between 5 adjacent outer edges of the blocks and filling the interstices with a binder; disposing a gasket formed of resilient material fixedly around the periphery of the planar outer surfaces of the moulding so that the gasket projects marginally from the planar outer surface; and positioning the blocks so that periphery of a side face thereof confronting the 10 planar outer surface of the moulding is brought into sealing relationship with the gasket to prevent the binder from penetrating through a junction between the planar outer surface of the moulding and the confronting side face of the block.
2. A method as claimed in claim 1, wherein the projection of the gasket is also 15 biased outwardly from the junction towards an adjacent interstice.
3. A construction system for a glass or other block panel, comprising: a moulding composite having a series of coplanar outer surfaces for supporting blocks in a matrix with interstices between adjacent outer edges of the blocks to be filled with a binder; and 20 a gasket formed of resilient material fixedly attached to the periphery of each planar outer surface of the moulding and having a portion extending marginally from the planar outer surface of the moulding for supporting a face of the block thereon in sealing engagement therewith.
4. A construction system as claimed in claim 3, wherein said portion is also 25 biased outwardly from the junction towards an adjacent interstice. -12
5. A gasket formed of resilient material for fixed attachment to a moulding for supporting a block, the moulding having a planar outer surface formed with a groove, the gasket comprising: an inner shank portion for positive and retained location within the groove and 5 an outer projecting portion obliquely oppositely disposed relative to the inner shank portion, a distal end of the outer projecting portion forming a planar locus projecting from the planar outer surface of the moulding when fixedly attached- thereto to sealing engage a planar surface of the block disposed thereon. 10
6. A gasket as claimed in claim 5, wherein the oblique disposition of said outer projecting portion is biased outwardly from the transverse axis of the planar locus formed thereby.
7. A glass or other block panel formed in accordance with any one of the preceding claims of the method or system defined therein. 15
8. A gasket substantially as described herein with reference to the accompanying drawings, as appropriate.
9. A glass or other block panel substantially as described herein with reference to the accompanying drawings, as appropriate.
10. A method for constructing a glass or other block panel substantially as 20 described herein with reference to the accompanying drawings, as appropriate.
11. A construction system for a glass or other block panel substantially as described herein with reference to the accompanying drawings, as appropriate. 25
AU2007234642A 2001-02-13 2007-11-23 Glass Concrete Composite Panel Ceased AU2007234642B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AU2007234642A AU2007234642B2 (en) 2001-02-13 2007-11-23 Glass Concrete Composite Panel
AU2009201037A AU2009201037B2 (en) 2001-02-13 2009-03-13 Glass Concrete Composite Panel

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AUPR3065A AUPR306501A0 (en) 2001-02-13 2001-02-13 Panel construction system and method for glass blocks, components thereof, and glass block panel formed thereby
AUPR3065 2001-02-13
AU2002229424A AU2002229424A1 (en) 2001-02-13 2002-02-13 Glass Concrete Composite Panel
AU2007234642A AU2007234642B2 (en) 2001-02-13 2007-11-23 Glass Concrete Composite Panel

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
AU2002229424A Division AU2002229424A1 (en) 2001-02-13 2002-02-13 Glass Concrete Composite Panel

Related Child Applications (1)

Application Number Title Priority Date Filing Date
AU2009201037A Division AU2009201037B2 (en) 2001-02-13 2009-03-13 Glass Concrete Composite Panel

Publications (2)

Publication Number Publication Date
AU2007234642A1 AU2007234642A1 (en) 2007-12-13
AU2007234642B2 true AU2007234642B2 (en) 2009-04-23

Family

ID=3827088

Family Applications (3)

Application Number Title Priority Date Filing Date
AUPR3065A Abandoned AUPR306501A0 (en) 2001-02-13 2001-02-13 Panel construction system and method for glass blocks, components thereof, and glass block panel formed thereby
AU2007234642A Ceased AU2007234642B2 (en) 2001-02-13 2007-11-23 Glass Concrete Composite Panel
AU2009201037A Ceased AU2009201037B2 (en) 2001-02-13 2009-03-13 Glass Concrete Composite Panel

Family Applications Before (1)

Application Number Title Priority Date Filing Date
AUPR3065A Abandoned AUPR306501A0 (en) 2001-02-13 2001-02-13 Panel construction system and method for glass blocks, components thereof, and glass block panel formed thereby

Family Applications After (1)

Application Number Title Priority Date Filing Date
AU2009201037A Ceased AU2009201037B2 (en) 2001-02-13 2009-03-13 Glass Concrete Composite Panel

Country Status (8)

Country Link
EP (1) EP1370735A4 (en)
CN (1) CN1301360C (en)
AU (3) AUPR306501A0 (en)
HK (1) HK1070676A1 (en)
HR (1) HRP20030736A2 (en)
NZ (2) NZ538014A (en)
WO (1) WO2002064902A1 (en)
ZA (1) ZA200307090B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES1053364Y (en) * 2002-11-28 2003-07-16 Ramilo S A PREFABRICATED CONCRETE CONCRETE PANEL WITH SIDE VIEW OF NATURAL STONE OR SIMILAR.
JP5570737B2 (en) * 2009-02-18 2014-08-13 株式会社安藤・間 Construction method for earthquake-resistant concrete blocks and earthquake-resistant walls with built-in light-transmissive members with high compressive strength
FR2962461B1 (en) * 2010-07-09 2017-09-08 Lamoureux Ricciotti Ingenierie MONOLITHIC CONSTRUCTION PANEL OF ULTRA HIGH PERFORMANCE FIBER CONCRETE WITH INCLUSION OF GLASS OR VITREOUS ELEMENTS AND METHOD FOR MANUFACTURING SAME
CN114939924A (en) * 2022-05-27 2022-08-26 哈尔滨工业大学(深圳) Fiber reinforced composite material column permanent template sectional prefabricated mold and preparation method thereof

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH162060A (en) * 1932-05-06 1933-06-15 Liese Paul Glass iron concrete structure.
US2426796A (en) * 1945-06-27 1947-09-02 Fred F Stadelhofer Concrete wall form
FR1110213A (en) * 1953-12-12 1956-02-09 Process for making glass-cement structures with protruding ribs, shapes for their realization and structures thus obtained
FR1319185A (en) * 1961-04-29 1963-02-22 Method and device for obtaining glass, glass plate and reinforced cement elements
GB1085309A (en) * 1965-10-15 1967-09-27 Raymond Leroy Surine Building blocks
DE3815140C2 (en) * 1987-05-07 2001-03-08 Oddo Borghetto Frame to form a joint formwork for the connection of individual glass components
JPH0251242A (en) * 1988-08-12 1990-02-21 Sharp Corp Assembling method for semiconductor device
JPH0551242A (en) * 1991-08-23 1993-03-02 Nippon Electric Glass Co Ltd Production of glass block panel
CN2108769U (en) * 1991-12-28 1992-07-01 北京市建筑工程研究所 Large sized glass steel form
DE19700748A1 (en) * 1997-01-11 1998-07-16 Oberland Glas Hollow glass brick
JP2001132119A (en) * 1999-11-01 2001-05-15 Ge Toshiba Silicones Co Ltd Method for sealing planar glass block panel

Also Published As

Publication number Publication date
NZ528181A (en) 2005-06-24
AU2009201037A1 (en) 2009-04-02
CN1545589A (en) 2004-11-10
NZ538014A (en) 2005-08-26
AU2007234642A1 (en) 2007-12-13
EP1370735A4 (en) 2005-06-15
AUPR306501A0 (en) 2001-03-08
EP1370735A1 (en) 2003-12-17
AU2009201037B2 (en) 2011-06-30
WO2002064902A1 (en) 2002-08-22
ZA200307090B (en) 2004-03-09
CN1301360C (en) 2007-02-21
HK1070676A1 (en) 2005-06-24
HRP20030736A2 (en) 2005-06-30

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PC1 Assignment before grant (sect. 113)

Owner name: GLASS BLOCK CONSTRUCTIONS (AUST) PTY LTD

Free format text: FORMER APPLICANT(S): W. LOFTUS & CO PTY LTD; GLASS BLOCK CONSTRUCTIONS (AUST) PTY LTD

FGA Letters patent sealed or granted (standard patent)
MK14 Patent ceased section 143(a) (annual fees not paid) or expired