CN101316971A - Metal roof truss connector assembly - Google Patents
Metal roof truss connector assembly Download PDFInfo
- Publication number
- CN101316971A CN101316971A CNA2006800390970A CN200680039097A CN101316971A CN 101316971 A CN101316971 A CN 101316971A CN A2006800390970 A CNA2006800390970 A CN A2006800390970A CN 200680039097 A CN200680039097 A CN 200680039097A CN 101316971 A CN101316971 A CN 101316971A
- Authority
- CN
- China
- Prior art keywords
- pressed
- roof truss
- connector assembly
- spacer
- plug
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/11—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with non-parallel upper and lower edges, e.g. roof trusses
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
- E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a metal roof bracket and hip plate assembly used to connect up to three truss or support members with a metal roof truss. This novel means of connection, which may well utilise the co-pending application's novel connection method, provides a more efficient means of assembly than the traditional assembly techniques. The bracket allows the support member to be held by the hip plate whilst aligning the bracket into a position where it may be mounted thereto. It also allows for the support member to be rotated into a desired position before fixing.
Description
Technical field
The present invention relates to a kind of metal roof truss connector assembly, specifically, relate to a kind of coupling assembling that comprises between the trussmember that uses additional guide or flanged plug-in unit.
Background technology
The inventor relates to everyone of International Patent Application PCT/AU2004/001045 of the common unexamined that metal roof truss connects.The application content of this common unexamined is incorporated herein by reference.
The framework that gives support to a roof that metal roof truss is made of three chord members that are arranged in triangular structure usually, and be used to reinforce this inside of frame stiffener composition.This chord member generally comprise bottom chord member and two the roof apex place engage on oblique chord member, and stiffener generally constitutes the netted arrangement of triangle between chord member, make each member all bear certain tension force or pressure.
Chord member and stiffener can be according to the intensity and the structural requirements of truss, manufacture to have various cross sections, comprise C cross section, square hollow section, rectangular hollow cross section and circular hollow section.The chord member of example and stiffener are the C section types herein, yet, be understood that the present invention can be used to have the member of replacing the cross section equally.
The application of applicant's common unexamined has disclosed the connector assembly between a kind of chord member, has interior splenium on its parallel sidewall, is suitable for the splenium similar with being positioned at the stiffener flange end and engages.Method of attachment between the trussmember described in the application of this common unexamined provides a kind of linkage more practical than the previously known method.In fact, it is fully fastening that splenium can accomplish to make first end of each member and another member in using, and make its free end suitably move on to will with a member is fixed again position on.When using bolt to connect two members, the parallel side wall of trussmember is inwardly pressed to each other.Be used for keeping the structure of separating at interval by making of spacer.
Yet, in the process that roof truss is installed with this connector assembly, recognize some difficulties.At first, during bolt passes with the relative portion of being pressed into is associated first hole,, locate coaxillay aligned hole difficulty and consuming time because blocked sight line by spacer.Cause the time delays when roof truss being installed with this connector assembly.Secondly, when tighting a bolt at last, find that spacer may move or skid off original position, be pressed into the portion outside and its end face is withstood on be pressed into the portion top rather than wrap in.When tighting a bolt, this spacer can be locked in this inappropriate position and may jeopardize the intact of joint.
Therefore, the objective of the invention is to overcome the problems referred to above and provide a kind of useful selection for the public.
Summary of the invention
Therefore, in a kind of form of the present invention, provide a kind of connector assembly that is used for the roof truss member, described connector assembly is characterised in that:
First member, this first member comprise two parallel and vertical surfaces that separate at interval, and these vertical table masks have a pair of also position of lateral alignment that inwardly is pressed into that is associated with the end of first member;
Second member, this second member comprise two parallel and vertical surfaces that separate at interval, and these vertically have a pair of also position of lateral alignment that inwardly is pressed in the surface on the precalculated position of the length direction of this second member;
Described first and second members are suitable for the mode that is pressed in the portion that the portion of being pressed into first member is engaged in second member and connect, described first and second members can relative to each other be rotated, by applying inside power in the portion being pressed into of engaging, described first member also can be locked on the predetermined angle with respect to first member;
The hollow spacer, this hollow construction becomes can insert between the parallel side of first member, although apply inside power thus, described parallel side also remains on spaced-apart relationship, and the sectional dimension of described hollow spacer end is slightly larger than the portion of being pressed into; And
Positioner, this positioner are used for that the hollow spacer is remained on one makes its opposite end surround the position that inside is pressed into portion fully.
The use of this positioner is this spacer is remained on the outside that is enclosed in the portion of being pressed into or depressed part, and no longer moves being pressed in the portion.Spacer departs from aligning direction when connecting if tighten up, and will injure the intact of joint.
Preferably, each described portion of being pressed into all comprises centre bore, thereby when two pairs of portions of being pressed into engage each other, the centre bore coaxial alignment.
Preferably, described second member can be around being suitable for extending through the axle of described coaxial aperture with respect to described first member rotation.
Preferably, described connector assembly also comprises guiding device, and this guiding device makes this axle be guided through coaxillay aligned hole.
The use of described guiding device is that in installation process, spacer has stopped the visual angle in the hole that is associated with each portion of being pressed into, and be difficult by coaxillay aligned hole inserting bolt therefore, and this guiding device provides level and smooth path for the break-through of bolt.
Preferably, described positioner takes to be positioned at the form of the plug-in unit of hollow spacer, the length of described plug-in unit is corresponding to the spacing distance that is pressed between the portion, and the two ends of described plug-in unit are corresponding to the size in the cross section that is pressed into portion, thereby spacer is remained on the position that surrounds the portion that is pressed into.
Preferably, described plug-in unit also comprises the described guiding device of the form in the hole of taking to extend through plug-in unit, and this plug-in unit is at back and the described centre bore coaxial alignment of packing into, thereby the path that extends through is provided for described axle.
Described axle is preferably taked the form of bolt, and this bolt provides described inside power when being tightened.
Preferably, the described portion of being pressed into is circular, and described spacer is columnar.
Preferably, described second member be roof truss bottom chord or top chord bar.
Preferably, described first member abdomen chord member that is roof truss.
Description of drawings
Accompanying drawing is incorporated into this part that also constitutes this manual and manual and describes several embodiments of the present invention together, is used for explaining advantage of the present invention and principle.In these figure:
Fig. 1 is the lateral view that the metal roof truss with chord member and stiffener is shown;
Fig. 2 is the stereogram that the chord member of metal roof truss is shown;
Fig. 3 is the three-dimensional exploded view that the connector assembly of the prior art that is used to connect chord member and stiffener is shown;
Fig. 4 illustrates the three-dimensional exploded view that is used to connect the connector assembly with flanged plug-in unit of chord member and stiffener according to of the present invention;
Fig. 5 is the three-dimensional exploded view that the connector assembly of Fig. 4 is shown;
Fig. 6 is the decomposition side view that the connector assembly of Fig. 4 is shown; And
Fig. 7 is the cross sectional side view that the assembly of mounted connector that comprises the chord member that is associated is shown.
The specific embodiment
Followingly launch detailed description of the present invention with reference to accompanying drawing.Although comprise some exemplary embodiments in illustrating, other embodiment also is possible, and can carry out some modifications to described these embodiment under the situation that does not break away from essence of the present invention and scope.
The present invention relates to a kind of connector assembly of metal roof truss, be used to simplify metal roof truss structure and, especially, overcome some problems relevant with the existing connector assembly of the applicant.
Shown in Figure 1 is metal roof truss 10, and this metal roof truss 10 has stiffener or abdomen chord member 12,14,16 and 18 and top and bottom chord member or chord member 20,22 and 24.Though metal roof truss 10 is made up of a lot of joints, only describe one of them in detail at this between chord member and stiffener.More clearly be, as shown in Figure 1, being connected between the end of describing stiffener 12 and the bottom chord 20.Yet, be understood that following description is equally applicable to other joint.
Fig. 2 illustrates the part of the lower chord member of separating from truss 10 20.This chord member 20 is formed from strip steel, and this band steel is squeezed into the trusses in elongated C cross section, and this C cross section trusses comprises dentation substrate 26, sidewall 28 and 30 and the upper limb 32 and 34 that forms fluting 36.At the opposite end of chord member 20, sidewall 28 longitudinal extension surpass upper limb 32 and 34 and substrate 26 form semicircular flanges 38 and 40, and sidewall 30 in an identical manner longitudinal extension form semicircular flanges 42 and 44.
Each chord member 20,22 and 24 comprises the circular portion that is pressed into or depressed part, and as the portion that is pressed into 46 and 48 on each flange 38 and 40, and those on the invisible flange 42 and 44 are pressed into portion in three-dimensional view.Each center that is pressed into portion 46 and 48 is respectively equipped with hole 50 and 52.These holes also define the radial center of each corresponding semicircular flanges 38 and 40.Also comprise the similar portion that is pressed into 54 and 56 and relevant hole 55 and 57 on the chord member 20 along the zone that this chord member is installed another chord member or stiffener. Upper limb 34 and 36 opens formation to the edge 58 and 60 that extends out out in this zone.This to the edge that extends out out upwards, outwards and extend internally subsequently, their effect is, after the end of stiffener connects by its sidewall of nipping, provides further reinforcement to the joint of gained.
Each stiffener also comprises semicircular flange 62 and 64, and relevant circle is pressed into portion 66 and 68, and in its end corresponding hole 70 and 72.This can obviously see in Fig. 3 of the connector assembly 74 of describing prior art.The portion that is pressed into 54 of chord member 20 is corresponding with the shape of the portion that is pressed into 66 of stiffener 12 and 68 respectively with 56.Thereby when the flange 62 of stiffener 12 and 64 inserts chord members 20 between the edge 58 and 60 that extends out out the time, the portion that is pressed into of each member will be bonded together.Once joint, each hole that is pressed into the correspondence of portion forms coaxial alignment, makes bolt or sell 76 can therefrom extend through and attaching nut or guide 78.One skilled in the art will recognize that when the portion of being pressed into engaged, one was pressed into portion and is buckled in another effectively to be pressed into portion inner and prevent to move radially, or in other words, prevents that member from relatively moving along surface of shear.
The position is taken in by fastening effectively at chord member 20 in 76 ends that make stiffener 12 that tight a bolt.When further tighting a bolt, flange 62 and 64 will be inwardly partially.For this reason, between semicircular flanges 62 and 64, establish a cylindrical spacer or lasso 80.The internal diameter of this spacer 80 corrects spacer two greater than the external diameter that is pressed into portion and is matched with above the portion of being pressed into.
The connector assembly of prior art makes the mounter be used for used time of the assemble method of time ratio previously known of assembling metal roof truss 10 still less, because as long as correctly aim at receptacle up to it, just can simply the free end of each stiffener be aimed at the receptacle of chord member by the simple rotation free end.This is equally applicable to the connection between the chord member.
Yet, as previously mentioned, in installation process, run into some problems.Although spacer 80 can be maintained between the flange by friction,, still there is the spacer 80 can slidable actual danger when try inserting bolt 76 and when tightening it of mounter.For this reason, spacer 80 will be maintained at appropriate position when tighting a bolt.If spacer can slide, its edge may surround on be pressed into portion rather than with it so, and stays in such position when twisting bolt, thereby causes joint reliability weakened.
Fig. 4 shows the situation of using connector assembly of the present invention to connect chord member and stiffener, and Fig. 5-6 at length shows assembly 100.Be understood that connector assembly 100 except comprising flanged plug-in unit or keeper 102, the connector assembly 74 with prior art is identical basically.
Flanged plug-in unit 102 comprises the conical end 104 and 106 of two hollows, and cylindrical shape middle part 108.The internal diameter of conical end is slightly less than the internal diameter of lasso 80, and it is inner and on be pressed into portion to make it can relevantly be assemblied in lasso 80.This flanged plug-in unit also comprises the centre bore (not shown) that extends through 108 centers, middle part, when assembling this centre bore with the relative hole coaxial alignment of chord member.This flanged plug-in unit plays two effects.
At first, extend through wherein hole, when inserting hole of break-through, need not blindly move back and forth and attempt to find that relative hole of being blocked, just can easily locate this relative hole by using this guide insert mounter by spacer 80 as the guiding device of bolt.Secondly, it also remains on the desired position with spacer, that is, in the outside that is pressed into portion, rather than be pressed into portion above.In essence, use keeper 102, bolt can have been exempted two times that the hole is required that are aligned in each side of the portion of being pressed into through two holes of guiding break-through, and has removed from tighting a bolt and need lasso is remained on the needs of correct position simultaneously.
Fig. 7 show when bolt be tightened and the full assembling of trussmember after the cross section view of connector assembly 100.This figure clearly demonstrated each parts relative diameter and how each parts is designed to cooperate the mode of being assembled.It should be understood that flanged plug-in unit 102 inserts 102 be configured so that it be snug fit in the lasso 80.Keeper 102 is preferably enough sliding again and material that can keep being inserted in the spacer is made by having suitable intensity.Preferably, make keeper by vinyon or similar item.
It should be understood that above-mentioned trussmember device is only as an example but not be used to limit the present invention.For instance, metal roof truss 10 can comprise nine stiffeners rather than four fully.Equally, the flanged plug-in unit variable-angleization that may be entity form and flange is so that make.
In a word, the present invention has disclosed the connector assembly 100 between the various members of a kind of novelty and improved metal roof truss, and it provides simplification and timesaving roof truss mounting means.This method of attachment has overcome the problems of being found in the assembly of theme of the patent application of using the common unexamined of the inventor existing conduct.Increasing flanged plug-in unit makes the mounter connect the member of metal roof truss more efficiently on time and complexity.By in lasso, adding flanged plug-in unit, need not manually-operated, the circle that the workman of assembling metal roof truss just can remain on lasso and flanged plug-in unit stiffener is pressed into the appropriate position between the portion.Also have, the mounter who connects chord member can easily guide set bolt and pass this keeper.
In not departing from scope of the present invention, can also realize more advantages and improvement.Though the present invention is showed in being considered to the most practical and most preferred embodiment and is described, will be appreciated that can make some in scope of the present invention and essence on this basis changes, and be not limited to the details that discloses at this but still meet the four corner of claim of the present invention and cover device and equipment any and that all are equal to.
In following any claim of the present invention and summary of the invention, except context has other needs because of language performance or necessary hint, " to comprise (comprising) " used is the meaning of " comprising (including) " for word, that is to say that pointed feature can combine with other features among the various embodiment of the present invention.
Claims (10)
1. connector assembly that is used for the roof truss member, described connector assembly is characterised in that:
First member, described first member comprise two parallel and vertical surfaces that separate at interval, and described vertical table mask has a pair of also portion that is pressed into of lateral alignment that inwardly is pressed into that is associated with an end of described first member;
Second member, described second member comprise two parallel and vertical surfaces that separate at interval, and described vertical surface has a pair of also portion that is pressed into of lateral alignment that inwardly is pressed on the precalculated position of the length direction of described second member;
Described first and second members are suitable for the mode that is pressed in the portion that the portion of being pressed into described first member is engaged in described second member and connect, so that described first and second members can relative to each other rotate, by applying inside power in the portion being pressed into of engaging, described first member also can be locked on the predetermined angle with respect to described first member;
The hollow spacer, described hollow construction becomes can be inserted between the parallel side of described first member, although apply inside power thus, described parallel side still can keep spaced-apart relationship, and the sectional dimension of the end of described hollow spacer is slightly larger than the described portion that is pressed into; And
Positioner, described positioner are used for that described hollow spacer is remained on one makes its opposite end surround the position that described inside is pressed into portion substantially.
2. the connector assembly that is used for the roof truss member according to claim 1 is characterized in that, each described portion of being pressed into comprises centre bore, thereby when two pairs of portions of being pressed into engage each other, described centre bore coaxial alignment.
3. the connector assembly that is used for the roof truss member according to claim 2 is characterized in that, described second member can be around being suitable for extending through the axle of described coaxial aperture with respect to described first member rotation.
4. according to claim 2 or the 3 described connector assemblies that are used for the roof truss member, it is characterized in that described connector assembly also comprises guiding device, described guiding device makes described axle be guided through described coaxillay aligned hole.
5. the connector assembly that is used for the roof truss member according to claim 4, it is characterized in that, described positioner takes to be positioned at the form of the plug-in unit of described hollow spacer, the length of described plug-in unit is corresponding to the spacing distance that is pressed between the portion, the two ends of described plug-in unit are corresponding to the described size that is pressed into the cross section of portion, surround the described position that is pressed into portion thereby described spacer remained on.
6. the connector assembly that is used for the roof truss member according to claim 5, it is characterized in that, described plug-in unit also comprises the described guiding device of the form in the hole of taking to extend through described plug-in unit, described plug-in unit is being packed into afterwards and described centre bore coaxial alignment, thereby the path that extends through is provided for described axle.
7. according to each described connector assembly that is used for the roof truss member among the claim 3-6, it is characterized in that described axle is taked the form of bolt, described bolt provides described inside power when being tightened.
8. each described connector assembly that is used for the roof truss member in requiring according to aforesaid right it is characterized in that the described portion of being pressed into is circular, and described spacer is columnar.
9. each described connector assembly that is used for the roof truss member in requiring according to aforesaid right is characterized in that bottom chord that described second member is a roof truss or top chord bar.
10. each described connector assembly that is used for the roof truss member in requiring according to aforesaid right is characterized in that the abdomen chord member that described first member is a roof truss.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2005209605 | 2005-09-08 | ||
| AU2005209605A AU2005209605A1 (en) | 2005-09-08 | 2005-09-08 | Metal Roof Truss Connector Assembly |
| PCT/AU2006/001329 WO2007028214A1 (en) | 2005-09-08 | 2006-09-08 | Metal roof truss connector assembly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101316971A true CN101316971A (en) | 2008-12-03 |
| CN101316971B CN101316971B (en) | 2011-09-28 |
Family
ID=37835318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2006800390970A Expired - Fee Related CN101316971B (en) | 2005-09-08 | 2006-09-08 | Metal roof truss connector assembly |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US20110016820A1 (en) |
| CN (1) | CN101316971B (en) |
| AU (1) | AU2005209605A1 (en) |
| WO (1) | WO2007028214A1 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWM491702U (en) * | 2014-05-09 | 2014-12-11 | Sucoot Ind Co Ltd | Panel frame for building structures |
| US20170001001A1 (en) * | 2015-07-01 | 2017-01-05 | Cardiac Pacemakers, Inc. | Left side single pass lead for la and lv sensing and pacing |
| EP3377171B1 (en) | 2015-11-20 | 2022-11-09 | Cardiac Pacemakers, Inc. | Single pass coronary venous lead for multiple chamber sense and pace |
| CN113668702B (en) * | 2021-08-27 | 2022-11-25 | 成都天府绿建兴墅建筑科技有限公司 | Assembled light steel building |
Family Cites Families (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1787167A (en) * | 1927-12-07 | 1930-12-30 | Frederick L Purdy | Connecting means for rafters |
| US3392848A (en) * | 1966-06-06 | 1968-07-16 | Interlake Steel Corp | Pallet rack |
| US3479783A (en) * | 1967-09-11 | 1969-11-25 | Automated Building Components | Joint |
| US3785108A (en) * | 1972-01-06 | 1974-01-15 | Duraframe Syst Pty Ltd | Roof trusses |
| USRE31234E (en) * | 1972-11-06 | 1983-05-10 | Gang-Nail Systems, Inc. | Hinged connector plate |
| US4427318A (en) * | 1982-07-16 | 1984-01-24 | The Stolle Corporation | Bolted joint connection |
| DK150649C (en) * | 1983-11-08 | 1987-10-26 | Knud Skov | trusses |
| US5094059A (en) * | 1990-04-06 | 1992-03-10 | Poloron Homes Of Pennsylvania, Inc. | Hinged roof truss and double hinge therefor |
| NZ249446A (en) * | 1992-03-06 | 1996-05-28 | Bhp Steel Jla Pty Ltd | Elongate sheet metal member; hollow flange on both sides of the web at one edge and a hollow flange on one side of the web at the other edge |
| US5649781A (en) * | 1995-05-30 | 1997-07-22 | Abb Air Preheater, Inc. | Linkage mechanism between structural members |
| US5682678A (en) * | 1995-11-13 | 1997-11-04 | The Nordam Group, Inc. | Mechanical repair for a honeycomb panel |
| US5685663A (en) * | 1996-06-21 | 1997-11-11 | Huck International, Inc. | Fastener construction with internal support for spaced portions of structural member |
| AUPQ307499A0 (en) * | 1999-09-24 | 1999-10-21 | Weeks Peacock Quality Homes Pty Ltd | A truss tie-down method and apparatus |
| US6401422B1 (en) * | 2000-02-04 | 2002-06-11 | Mitek Holdings, Inc. | Hinge and hinge joint for structural frame members |
| AUPR228400A0 (en) * | 2000-12-28 | 2001-01-25 | Bhp Steel (Jla) Pty Limited | Metal roof truss |
| AU2003904103A0 (en) * | 2003-08-06 | 2003-08-21 | QuickFrame Steel Frames Pty Ltd | Metal roof truss connection |
| CN2737855Y (en) * | 2004-04-29 | 2005-11-02 | 珠海市晶艺玻璃工程有限公司 | Glass curtain wall and roofing rotary disc connecting parts |
| WO2006053368A1 (en) * | 2004-11-17 | 2006-05-26 | Jr Consulting & Drafting Pty Limited | Framing members and their inter-connection |
-
2005
- 2005-09-08 AU AU2005209605A patent/AU2005209605A1/en not_active Abandoned
-
2006
- 2006-09-08 WO PCT/AU2006/001329 patent/WO2007028214A1/en active Application Filing
- 2006-09-08 CN CN2006800390970A patent/CN101316971B/en not_active Expired - Fee Related
- 2006-09-08 US US11/991,877 patent/US20110016820A1/en not_active Abandoned
Also Published As
| Publication number | Publication date |
|---|---|
| WO2007028214A1 (en) | 2007-03-15 |
| CN101316971B (en) | 2011-09-28 |
| US20110016820A1 (en) | 2011-01-27 |
| AU2005209605A1 (en) | 2007-03-22 |
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| C14 | Grant of patent or utility model | ||
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Granted publication date: 20110928 Termination date: 20140908 |
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| EXPY | Termination of patent right or utility model |