EP2093335A2 - Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement - Google Patents
Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement Download PDFInfo
- Publication number
- EP2093335A2 EP2093335A2 EP09250470A EP09250470A EP2093335A2 EP 2093335 A2 EP2093335 A2 EP 2093335A2 EP 09250470 A EP09250470 A EP 09250470A EP 09250470 A EP09250470 A EP 09250470A EP 2093335 A2 EP2093335 A2 EP 2093335A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- section
- angle bracket
- embossment
- construction element
- apertures
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000005452 bending Methods 0.000 claims abstract description 10
- 239000002184 metal Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 description 7
- 229920002522 Wood fibre Polymers 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- A—HUMAN NECESSITIES
- A47—FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
- A47B—TABLES; DESKS; OFFICE FURNITURE; CABINETS; DRAWERS; GENERAL DETAILS OF FURNITURE
- A47B96/00—Details of cabinets, racks or shelf units not covered by a single one of groups A47B43/00 - A47B95/00; General details of furniture
- A47B96/06—Brackets or similar supporting means for cabinets, racks or shelves
- A47B96/061—Cantilever brackets
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B1/2608—Connectors made from folded sheet metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
- E04B2001/389—Brackets
Definitions
- the present invention relates to a one-piece angle bracket for fastening a first construction element to a second construction element, said angle bracket comprising:
- Angle brackets are used in various places e.g. when building a house.
- the angle brackets are used to join two construction elements with each other such as a rafter and a wall plate, a girder and a joist or a stud and a sill.
- Great effort is made in order to achieve that the workers, e.g. carpenters, have positioned and mounted the angle brackets in the right way.
- the test for the quality of this work is often a storm or similar stress in which the building should provide shelter instead of being likely to collapse.
- At least one of the apertures is placed essentially along the central axis of the sections of the angle bracket. This is due to the fact that e.g. timber is less likely to split when the fastening means is positioned close to the centre of the timber element.
- Fastening means such as a connector screw or threaded rods with a nut, necessitates a certain flat space around the apertures in order to achieve a proper contact between the angle bracket and the head of the connector screw or the nut. Therefore, the angle bracket is left without an embossment around such apertures and especially around the central apertures, in order to achieve such flat space for the fastening means.
- German utility model DE 202004006321 U1 discloses an angle bracket.
- This angle bracket is formed with a number of smaller embossments shaped as a "Y” and a "V".
- embossments there is a risk that the bracket will deform when subjecting the bracket to a load forcing the angle from 90° to an acute or obtuse angle. This is due to the embossments not being in a straight line from the bent region towards the free ends, but shaped as either a "V” or a "Y” and as such adapted to withstand loads perpendicular to the axis from the bent region towards the free ends, i.e. loads parallel to the bending axis of the angle bracket.
- the present invention provides a new angle bracket that addresses the disadvantages of the angle bracket mentioned above, and provides an improved angle bracket that minimises the risk of incorrect mounting and is safer for the worker to use.
- the present invention provides, in a first aspect, an angle bracket where the embossment is extending into the area of said at least one of the apertures with its centre substantially on the centre axis of the first or the second section.
- the embossment of the angle bracket is contributing to raise the moment of inertia of the angle bracket, and the preferred central placement of the apertures along the central axis results in the preferred situation of having embossed material around the apertures.
- the angle bracket has achieved the desired properties of both the embossment and the benefit from having the apertures placed in a preferred position. Furthermore, it is ensured that the worker mounting the bracket is given the best opportunities to mount the bracket.
- both the first section and the second section can be provided with an aperture in the embossment extending along the centre axis of the first section and along the centre axis of the second section.
- the diameter of the aperture of the embossment of the first section can differ from the diameter of the aperture of the embossment of the second section.
- the fastening means and the apertures of the angle bracket can have a tight fit and therefore unable to move in relation to each other.
- the embossment may be provided with a flat top in the area around the at least one aperture.
- the fastening means In order to achieve a tight connection between the fastening means and the bracket it is important to ensure that the surface surrounding the aperture and the fastening means are aligned correctly.
- the head of the fastening means and the surface surrounding the aperture should be parallel.
- the aligning of the fastening means is merely a matter of aligning the main body of the fastening means perpendicular to the structure it self.
- the easiest determinable angle is one of 90° between the fastening means and the bracket, because the body of the fastening means could be held in relation to the full construction element instead of just a small surface on the bracket.
- the diameter of the aperture of the embossment of the first section could be 11 mm and the diameter of the aperture of the embossment of the second section could be 13 mm.
- Diameters of 11 mm and 13 mm respectively are commonly used in the construction industry and therefore they are the most likely to fulfil the needs. Thus, in order to prevent both injuries of the workers as well as poor quality of the structure such difference of 2 mm between the apertures is preferred. In order to emphasise the difference in size, the apertures are marked with their dimensions.
- angle bracket may according to the invention be made from a single piece of sheet metal.
- Producing the angle bracket from a single piece of sheet metal is beneficial due to the fact that the metal can be delivered in e.g. coils. Thereby, it is possible to determine a certain width of the coil that is necessary to form the angle bracket, thus reducing the amount of waste material.
- the sheet metal may be galvanised steel.
- the material could be steel, e.g. S250 GD and Z275 according to EN10326. It is achieved that the relation between the thickness and thereby the weight is optimised. When building large constructions, the weight of the various material to be carried around on the site is reduced.
- the sheet metal may have a thickness of 0,5 - 4,5 mm, preferably 1 - 3,5 mm, most preferred 1,5 - 2,5 mm.
- the moment of inertia of the angle bracket is partly dependent on the thickness of the material.
- the thickness of the material could be increased.
- a material thickness of e.g. 2 mm having an embossment of at least 15 mm at the highest point of the embossment from a section shows a sufficient moment of inertia.
- the height of the embossment when seen in cross section, can be embossed at least 15 mm from the sections.
- the moment of inertia is dependent on the height of the embossment, and therefore it is preferred to have an embossment of at least 15 mm.
- the embossment may be extending along the central axis of the sections essentially from the free end of the first section via the common bend section to the free end of the second section.
- the embossment is extending the entire length along the central axis of the sections a high moment of inertia is achieved.
- a one-piece angle bracket 1 has a first section 2 and a second section 3 connected by a common bending section 4.
- An embossment 5 is extending from the first free end 6 of the first section 2 along the central axis 7 of the first section 2 to the second free end 8 of the second section 3 along the central axis 9 of the second section 3.
- the angle bracket 1 has a number of apertures 10 (only two of the apertures 10 are marked with a reference numeral) for receiving fastening means such as screws or nails. Furthermore, a first larger aperture 11 is arranged in the embossment 5 near the first free end 6 and a second larger aperture 12 is arranged near the second free end 8. These larger apertures 11, 12 are adapted to receive e.g. connector screws or a threaded rod with a nut.
- the first large aperture 11 and the second large aperture 12 are arranged essentially on the central axis 7, 9 of their respective sections 2, 3. This way the apertures 12, 13 are positioned in the best place in order for the worker to position the angle bracket 1 correctly on the elements to be joined.
- Fig. 1 it is shown that the one of the apertures 12, 13 has a diameter larger than the other.
- Fig. 2 shows the angle bracket 1 in an installed situation joining a first construction element 14 to a second construction element 15.
- a larger fastening means 16 a connector screw, is arranged in one of the larger apertures for connecting the first section 2 to the first construction element 14.
- a number of smaller fastening means 17 are arranged in most of the small apertures 10.
- the diameter of the small apertures 10 is e.g. 5 mm.
- the distance from the free sides 18, 19, 20, 21 to the small apertures could be 8 - 15 mm.
- the small apertures 10 are arranged in such way that the distances from the adjacent side are different. This way, the risk of splitting e.g. a timber construction element is minimised.
- the angle bracket 1 could be joining construction elements of various kinds such as wood, wood fibre composites, concrete etc.
- the angle bracket 1 does not only hold the construction elements 14, 15 in relation to each other but serves to join the construction elements 14, 15 as well. If in fact the element only were to be kept in a certain position in a static situation the shape of the angle bracket would be much simpler. However, in case of a building being subjected to external forces such as wind or snow, the loads on the angle bracket will change dramatically and therefore e.g. the maximal bending moment, which the angle bracket is able to withstand, is crucial to the quality of the structure. Therefore, the embossment 5 is extending the entire length of the sections 2, 3.
- the angle bracket 1 is seen from the side. It is seen that the embossment 5 is elevated the highest from the sections 2, 3 at the bisector b between the sections 2, 3. The height of the embossment 5 is gradually decreasing towards the free ends 6, 8. Within the last part of the embossment 5, near the free ends 6, 8 the top surface 30 is parallel to the section 2, 3 from which it is embossed. Thus, the embossed surface 31 around the apertures 11, 12 is parallel to the section from which it is embossed. Therefore, the fastening means, e.g. a connector screw or a nut, has a firm surface to abut. The firm surface is important in order to ensure the quality of the joint, especially when dynamic loads are subjected to the joint.
- the fastening means e.g. a connector screw or a nut
- Fig. 4 shows a front view of the angle bracket 1 showing that the apertures 10 are positioned in different distances from the centre axis of the section.
- the distance from the free sides 18, 19, 20, 21 to the small apertures could be 8 - 15 mm.
- the small apertures 10 are arranged in such way that they do not have their centres on a straight line. This way the risk of cracking e.g. a wooden construction element is minimised.
- the angle bracket 1 could be joining construction elements of various kinds such as wood, wood fibre composites, concrete etc.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Jib Cranes (AREA)
- Clamps And Clips (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI200931473A SI2093335T1 (sl) | 2008-02-22 | 2009-02-23 | Enodelna kotna konzola za pritrditev konstrukcijskega elementa na drugi konstrukcijski element |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB0803274A GB2457714A (en) | 2008-02-22 | 2008-02-22 | One-piece angle bracket for fastening a first construction element to a second construction element |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2093335A2 true EP2093335A2 (de) | 2009-08-26 |
EP2093335A3 EP2093335A3 (de) | 2011-12-28 |
EP2093335B1 EP2093335B1 (de) | 2016-04-13 |
Family
ID=39284401
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09250470.3A Active EP2093335B1 (de) | 2008-02-22 | 2009-02-23 | Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement |
Country Status (9)
Country | Link |
---|---|
EP (1) | EP2093335B1 (de) |
CY (1) | CY1117769T1 (de) |
DK (1) | DK2093335T3 (de) |
ES (1) | ES2575136T3 (de) |
GB (1) | GB2457714A (de) |
HU (1) | HUE029108T2 (de) |
PL (1) | PL2093335T3 (de) |
PT (1) | PT2093335T (de) |
SI (1) | SI2093335T1 (de) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20140027590A1 (en) * | 2011-03-11 | 2014-01-30 | Greg Elston | Adaptable Bracket |
WO2018130551A1 (de) | 2017-01-11 | 2018-07-19 | Rotho Blaas Gmbh/Srl | Verbindungssystem mit verbindungsstück für holzkonstruktionen |
USD839078S1 (en) | 2018-01-04 | 2019-01-29 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
USD959250S1 (en) | 2020-07-22 | 2022-08-02 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
USD959251S1 (en) | 2020-07-22 | 2022-08-02 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
WO2022256276A1 (en) * | 2021-05-31 | 2022-12-08 | Simpson Strong-Tie Company Inc. | Tension tie |
IT202100031790A1 (it) | 2021-12-20 | 2023-06-20 | Damiani Holz&Ko S P A | Sistema di collegamento per elementi in legno con un elemento in cemento armato di un edificio e metodo per realizzare il collegamento e un kit |
WO2023117734A1 (de) | 2021-12-20 | 2023-06-29 | Rotho Blaas Gmbh/Srl | Verbessertes verbindungssystem für holzelemente mit einem stahlbetonelement eines gebäudes und verfahren zur herstellung der verbindung sowie ein bausatz |
US11692340B2 (en) | 2020-07-22 | 2023-07-04 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
USD983018S1 (en) | 2022-12-30 | 2023-04-11 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
USD984872S1 (en) | 2022-12-30 | 2023-05-02 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
USD983017S1 (en) | 2022-12-30 | 2023-04-11 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
USD983019S1 (en) | 2022-12-30 | 2023-04-11 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
USD983015S1 (en) | 2022-12-30 | 2023-04-11 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
USD983016S1 (en) | 2022-12-30 | 2023-04-11 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
US11750143B1 (en) | 2023-01-24 | 2023-09-05 | Sunmodo Corporation | Bracket and devices for mounting solar panels to roofs |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2264290A (en) | 1939-10-23 | 1941-12-02 | Lord & Burnham Company | Greenhouse construction |
DE29707800U1 (de) | 1997-04-30 | 1997-07-10 | Bierbach GmbH & Co. KG Befestigungstechnik, 59425 Unna | Winkelverbinder |
DE202004006321U1 (de) | 2004-04-22 | 2004-06-17 | GH-Baubeschläge Hartmann GmbH | Winkelverbinder für Holzkonstruktionen |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH84404A (de) * | 1919-08-16 | 1920-03-16 | Fritz Erismann | Winkelträger |
US1398371A (en) * | 1921-03-31 | 1921-11-29 | Frederick W Goedeke | Corner-irons for baskets, boxes, &c. |
GB254434A (en) * | 1925-04-23 | 1926-07-08 | Arthur David Tipper | Improvements relating to sheet metal brackets |
GB298381A (en) * | 1927-11-01 | 1928-10-11 | Joseph Henry Banks | Improvements in shelf and angle brackets |
GB2132073A (en) * | 1982-12-13 | 1984-07-04 | Catnic Components Ltd | Bracket for anchoring a timber frame building sole plate |
NL8702743A (nl) * | 1987-11-17 | 1989-06-16 | Bazo Staalbeheer Bv | Plankdrager met afschermkap. |
BE1008082A3 (nl) * | 1994-02-24 | 1996-01-09 | Sadef Nv | Systeem voor liggers. |
DE29718172U1 (de) * | 1997-10-14 | 1997-11-27 | GH-Baubeschläge Hartmann GmbH, 32549 Bad Oeynhausen | Winkelverbinder |
FR2773568B1 (fr) * | 1998-01-13 | 2000-03-24 | Denis Crochet | Dispositif d'assemblage d'elements de structure, comportant une equerre modulable |
US7065932B2 (en) * | 2003-10-06 | 2006-06-27 | Simpson Strong-Tie Company, Inc. | Top flange stud to plate tie |
-
2008
- 2008-02-22 GB GB0803274A patent/GB2457714A/en not_active Withdrawn
-
2009
- 2009-02-23 PL PL09250470.3T patent/PL2093335T3/pl unknown
- 2009-02-23 ES ES09250470.3T patent/ES2575136T3/es active Active
- 2009-02-23 SI SI200931473A patent/SI2093335T1/sl unknown
- 2009-02-23 DK DK09250470.3T patent/DK2093335T3/en active
- 2009-02-23 EP EP09250470.3A patent/EP2093335B1/de active Active
- 2009-02-23 HU HUE09250470A patent/HUE029108T2/en unknown
- 2009-02-23 PT PT92504703T patent/PT2093335T/pt unknown
-
2016
- 2016-07-11 CY CY20161100650T patent/CY1117769T1/el unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2264290A (en) | 1939-10-23 | 1941-12-02 | Lord & Burnham Company | Greenhouse construction |
DE29707800U1 (de) | 1997-04-30 | 1997-07-10 | Bierbach GmbH & Co. KG Befestigungstechnik, 59425 Unna | Winkelverbinder |
DE202004006321U1 (de) | 2004-04-22 | 2004-06-17 | GH-Baubeschläge Hartmann GmbH | Winkelverbinder für Holzkonstruktionen |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20140027590A1 (en) * | 2011-03-11 | 2014-01-30 | Greg Elston | Adaptable Bracket |
WO2018130551A1 (de) | 2017-01-11 | 2018-07-19 | Rotho Blaas Gmbh/Srl | Verbindungssystem mit verbindungsstück für holzkonstruktionen |
US10655320B2 (en) | 2017-01-11 | 2020-05-19 | Rotho Blaas Gmbh/Srl | Connection system with connector piece for timber construction |
USD839078S1 (en) | 2018-01-04 | 2019-01-29 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
USD959250S1 (en) | 2020-07-22 | 2022-08-02 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
USD959251S1 (en) | 2020-07-22 | 2022-08-02 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
US11692340B2 (en) | 2020-07-22 | 2023-07-04 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
US11905700B2 (en) | 2020-07-22 | 2024-02-20 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
WO2022256276A1 (en) * | 2021-05-31 | 2022-12-08 | Simpson Strong-Tie Company Inc. | Tension tie |
IT202100031790A1 (it) | 2021-12-20 | 2023-06-20 | Damiani Holz&Ko S P A | Sistema di collegamento per elementi in legno con un elemento in cemento armato di un edificio e metodo per realizzare il collegamento e un kit |
WO2023117734A1 (de) | 2021-12-20 | 2023-06-29 | Rotho Blaas Gmbh/Srl | Verbessertes verbindungssystem für holzelemente mit einem stahlbetonelement eines gebäudes und verfahren zur herstellung der verbindung sowie ein bausatz |
Also Published As
Publication number | Publication date |
---|---|
EP2093335A3 (de) | 2011-12-28 |
HUE029108T2 (en) | 2017-02-28 |
PT2093335T (pt) | 2016-07-15 |
CY1117769T1 (el) | 2017-05-17 |
ES2575136T3 (es) | 2016-06-24 |
GB2457714A (en) | 2009-08-26 |
DK2093335T3 (en) | 2016-07-04 |
SI2093335T1 (sl) | 2016-08-31 |
PL2093335T3 (pl) | 2016-11-30 |
GB0803274D0 (en) | 2008-04-02 |
EP2093335B1 (de) | 2016-04-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2093335A2 (de) | Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement | |
US7409804B2 (en) | Roof truss | |
US9689163B2 (en) | Tapered truss | |
AU2012261552B2 (en) | Adjustable Joist Hanger | |
US9175472B1 (en) | Self-adjusting heel joint connector | |
US20080178555A1 (en) | Tapered truss | |
WO2008054811A2 (en) | Variable girder tie | |
US10253495B1 (en) | Self-adjusting heel joint connector and method of securing a heel joint | |
EP2093336A2 (de) | Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement und Verfahren zur Herstellung eines Winkelträgers | |
US20130125400A1 (en) | Structural arrangement for generally planar devices | |
CN215166993U (zh) | 背栓式石材幕墙挂接结构及石材幕墙 | |
AU2023274184A1 (en) | Column shoe manufactured from one piece of sheet metal | |
US9388563B1 (en) | Fastener guide and method for connecting structural members in building structures | |
EP2546424A2 (de) | Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement und Verfahren zur Herstellung eines Winkelträgers | |
AU2004200395B2 (en) | Building Frame Member | |
JP4141072B2 (ja) | 結合装置 | |
CN216616287U (zh) | 一种木结构建筑梁柱连接件 | |
AU2009101214A4 (en) | Connection Bracket and Method | |
CA2548028C (en) | Roof truss | |
AU2009101215A4 (en) | Strutting Beam for use in Roofing Structure | |
JP3098214U (ja) | 大引きバタ受 | |
US20090049790A1 (en) | Apparatus and Method of Forming Roof Anchors for a Building | |
KR20230157131A (ko) | 기능성 파이프체결 브래킷 | |
KR200243494Y1 (ko) | 조이스트 브리징 | |
JP2018100532A (ja) | 終端固定具 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA RS |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA RS |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: A47B 96/06 20060101ALI20111123BHEP Ipc: E04B 1/26 20060101AFI20111123BHEP |
|
17P | Request for examination filed |
Effective date: 20120628 |
|
AKX | Designation fees paid |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR |
|
17Q | First examination report despatched |
Effective date: 20121121 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20150618 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 790334 Country of ref document: AT Kind code of ref document: T Effective date: 20160415 Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602009037702 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2575136 Country of ref document: ES Kind code of ref document: T3 Effective date: 20160624 |
|
REG | Reference to a national code |
Ref country code: RO Ref legal event code: EPE |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 Effective date: 20160624 |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: FP |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: KIRKER AND CIE S.A., CH Ref country code: PT Ref legal event code: SC4A Ref document number: 2093335 Country of ref document: PT Date of ref document: 20160715 Kind code of ref document: T Free format text: AVAILABILITY OF NATIONAL TRANSLATION Effective date: 20160630 |
|
REG | Reference to a national code |
Ref country code: NO Ref legal event code: T2 Effective date: 20160413 |
|
REG | Reference to a national code |
Ref country code: EE Ref legal event code: FG4A Ref document number: E012223 Country of ref document: EE Effective date: 20160708 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160413 |
|
REG | Reference to a national code |
Ref country code: SK Ref legal event code: T3 Ref document number: E 21567 Country of ref document: SK |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602009037702 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: GR Ref legal event code: EP Ref document number: 20160401540 Country of ref document: GR Effective date: 20161020 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 9 |
|
REG | Reference to a national code |
Ref country code: HU Ref legal event code: AG4A Ref document number: E029108 Country of ref document: HU |
|
26N | No opposition filed |
Effective date: 20170116 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LT Payment date: 20170125 Year of fee payment: 9 Ref country code: DE Payment date: 20170210 Year of fee payment: 9 Ref country code: EE Payment date: 20170220 Year of fee payment: 9 Ref country code: RO Payment date: 20170131 Year of fee payment: 9 Ref country code: CH Payment date: 20170217 Year of fee payment: 9 Ref country code: MC Payment date: 20170222 Year of fee payment: 9 Ref country code: GR Payment date: 20170220 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 20170220 Year of fee payment: 9 Ref country code: SI Payment date: 20170125 Year of fee payment: 9 Ref country code: CY Payment date: 20170126 Year of fee payment: 9 Ref country code: LV Payment date: 20170217 Year of fee payment: 9 Ref country code: HU Payment date: 20170207 Year of fee payment: 9 Ref country code: SK Payment date: 20170203 Year of fee payment: 9 Ref country code: CZ Payment date: 20170206 Year of fee payment: 9 Ref country code: PL Payment date: 20170124 Year of fee payment: 9 Ref country code: IE Payment date: 20170221 Year of fee payment: 9 Ref country code: PT Payment date: 20170127 Year of fee payment: 9 Ref country code: AT Payment date: 20170227 Year of fee payment: 9 Ref country code: GB Payment date: 20170222 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20170223 Year of fee payment: 9 Ref country code: TR Payment date: 20170209 Year of fee payment: 9 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 10 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 602009037702 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MM4D Effective date: 20180223 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: UEP Ref document number: 790334 Country of ref document: AT Kind code of ref document: T Effective date: 20160413 |
|
REG | Reference to a national code |
Ref country code: EE Ref legal event code: MM4A Ref document number: E012223 Country of ref document: EE Effective date: 20180228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180228 Ref country code: MT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170223 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 790334 Country of ref document: AT Kind code of ref document: T Effective date: 20180223 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20180223 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 Ref country code: CY Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 Ref country code: EE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180228 Ref country code: RO Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 Ref country code: HU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180224 Ref country code: PT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180823 |
|
REG | Reference to a national code |
Ref country code: SK Ref legal event code: MM4A Ref document number: E 21567 Country of ref document: SK Effective date: 20180223 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 Ref country code: SI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180224 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180228 Ref country code: SK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180228 Ref country code: GR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180904 Ref country code: LV Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 |
|
REG | Reference to a national code |
Ref country code: SI Ref legal event code: KO00 Effective date: 20181008 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180901 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160413 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160413 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180223 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IS Payment date: 20240216 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20240319 Year of fee payment: 16 Ref country code: NL Payment date: 20240216 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FI Payment date: 20240220 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20240219 Year of fee payment: 16 Ref country code: NO Payment date: 20240221 Year of fee payment: 16 Ref country code: FR Payment date: 20240215 Year of fee payment: 16 Ref country code: DK Payment date: 20240219 Year of fee payment: 16 Ref country code: BE Payment date: 20240216 Year of fee payment: 16 |