EP2093336A2 - Angle bracket for fastening a first construction element to a second construction element and method for producing an angle bracket - Google Patents
Angle bracket for fastening a first construction element to a second construction element and method for producing an angle bracket Download PDFInfo
- Publication number
- EP2093336A2 EP2093336A2 EP09250472A EP09250472A EP2093336A2 EP 2093336 A2 EP2093336 A2 EP 2093336A2 EP 09250472 A EP09250472 A EP 09250472A EP 09250472 A EP09250472 A EP 09250472A EP 2093336 A2 EP2093336 A2 EP 2093336A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- angle bracket
- leg
- free end
- angle
- construction element
- 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.)
- Withdrawn
Links
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 5
- 238000005452 bending Methods 0.000 claims abstract description 28
- 238000005304 joining Methods 0.000 claims abstract description 6
- 239000002184 metal Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000004080 punching Methods 0.000 claims description 4
- 239000000463 material Substances 0.000 description 5
- 239000002994 raw material Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000004049 embossing Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000000750 progressive effect Effects 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
- E04B1/18—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
- E04B2001/2644—Brackets, gussets or joining plates
-
- 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 an angle bracket for fastening a first construction element to a second construction element. Furthermore, the present invention relates to a method for producing an angle bracket.
- Angle brackets are used in various places, e.g. when building a house.
- the angle brackets are used to join two construction elements to each other e.g. a rafter and a wall plate, a girder and a joist, or a stud and a sill.
- the contact between the angle bracket and the construction elements to be joined is important in order to achieve a proper connection.
- the joining of upstanding planks or similar timber is difficult because a plank standing on its small side has a high moment of inertia, but a small surface to connect to other construction elements.
- An angle bracket having only a small surface for connecting such two elements with a high moment of inertia needs to be adapted for this purpose in order to achieve both the necessary moment of inertia and sufficient space for connecting the angle bracket to the elements.
- a high moment of inertia could be achieved by embossing a part of the angle bracket and in this way provide a heighten the moment of inertia.
- embossment creates a large space with uneven surface due to mere nature of the embossment. It is preferably avoided to have apertures arranged in the embossment because this would necessitate the fastening means to be longer if used in the embossed areas. Such dependency of different types of fastening means must be avoided due to the risk of misplacing, e.g. in case of a too short fastening means in an embossed area of the angle bracket. Furthermore, apertures in the embossment weaken the embossment, and thus the moment of inertia of the angle bracket.
- the present invention provides a new angle bracket that addresses the problems of the angle brackets mentioned above and provides an improved angle bracket that is cheap to produce from sheet metal.
- the present invention provides, in a first aspect, an angle bracket, where the angle bracket comprises:
- the ribs of both sides of the angle bracket connected via the ribs of the common bending section are significantly heightening the moment of inertia of the angle bracket perpendicular to the common bending section. Having the ribs projecting in the sides of the angle bracket leaves a central surface area of each leg free of ribs and arranged with apertures in order to receive fastening means e.g. nails or screws. Because the apertures are arranged in the central surface area of the legs and thus facilitating that the apertures are positioned towards the centre of the timber surface, the risk of splitting the timber is minimised.
- the width of the angle bracket along the axis of the common bending section can be less than 80% of the width of the free end part of a leg.
- the width of the angle at the common bending section is less than 80% of the width of the free end part of a leg, more material could be used for forming the rib. In this way, it is possible to achieve on the one hand a preferred height of the ribs and thus the moment of inertia of the angle bracket and on the other hand still have a surface in which apertures for fastening means can be positioned.
- At least one of the apertures of the first leg or the second leg may be larger than the others.
- different types of fastening means e.g. nails and screws for the smaller apertures and a connector screw for the larger aperture.
- the at least two apertures can be larger than the others, said two larger apertures having diameters that differ from each other.
- the at least two apertures could be placed on each leg. If only one of the larger apertures is used, it is achieved that the worker is free to orient the angle bracket according to the fastening means at hand.
- specifications could demand the use of certain fastening means, and the angle bracket being provided with apertures of different diameters would in this way be more likely to support the specifications.
- the angle bracket can be made from a rectangular piece of sheet metal. In this way only the material punched out from the apertures is wasted. Furthermore, it is possible to use e.g. coils as raw material.
- the angle bracket can be made of galvanised high strength steel.
- the sheet metal can have a thickness of 0,5-5 mm, preferably 1-3,5 mm, most preferably 1,5-2 mm.
- the angle bracket is adapted in a better way for withstanding corrosion.
- the combination of high strength steel with a thickness of e.g. 1,5 mm and the galvanisation makes it possible to reduce the thickness of the material used for the angle bracket.
- Using thinner material makes it possible to achieve higher ribs during the same process time and furthermore, with less risk of the galvanisation to peel or get scratched off.
- the preferred quality of the steel may be S250GD + Z275 according to EN10326:2004.
- the one leg of the angle bracket may be longer than the other. If an angle bracket is used with a sill, on which a pillar or a stud is to be fastened, it is preferred that the one leg of the angle bracket extends the full distance from the lower part of the sill to a certain height on the pillar.
- the other leg does not necessarily need to be of the same length as the first if it is e.g. fastened by e.g. a threaded rod in concrete stemwalls.
- the side ribs can be bent to an angle of at least 65° in relation to the free end parts via a curved edge section, said curved edge section extending for a maximal distance of 35 mm. In this way, an unbroken continuous edge of the sides is provided, and the risk of undesired cracking is minimised.
- a slit could be provided at the start of the rib.
- the angle bracket can preferably be produced by a method comprising the steps:
- Raw material e.g. coils
- the method could e.g. be carried out as a progressive die operation or as a transfer die operation. It is important to notice that the angle bracket can be produced from galvanised sheet metal and in which case the angle brackets are ready for use when leaving the final die.
- angle bracket is used to join two construction elements.
- angle bracket can be used in other applications as well.
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)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
Description
- The present invention relates to an angle bracket for fastening a first construction element to a second construction element. Furthermore, the present invention relates to a method for producing an angle bracket.
- Angle brackets are used in various places, e.g. when building a house. The angle brackets are used to join two construction elements to each other e.g. a rafter and a wall plate, a girder and a joist, or a stud and a sill. The contact between the angle bracket and the construction elements to be joined is important in order to achieve a proper connection. Thus, the joining of upstanding planks or similar timber is difficult because a plank standing on its small side has a high moment of inertia, but a small surface to connect to other construction elements. An angle bracket having only a small surface for connecting such two elements with a high moment of inertia needs to be adapted for this purpose in order to achieve both the necessary moment of inertia and sufficient space for connecting the angle bracket to the elements.
- A high moment of inertia could be achieved by embossing a part of the angle bracket and in this way provide a heighten the moment of inertia. However, such embossment creates a large space with uneven surface due to mere nature of the embossment. It is preferably avoided to have apertures arranged in the embossment because this would necessitate the fastening means to be longer if used in the embossed areas. Such dependency of different types of fastening means must be avoided due to the risk of misplacing, e.g. in case of a too short fastening means in an embossed area of the angle bracket. Furthermore, apertures in the embossment weaken the embossment, and thus the moment of inertia of the angle bracket.
- The present invention provides a new angle bracket that addresses the problems of the angle brackets mentioned above and provides an improved angle bracket that is cheap to produce from sheet metal.
- The present invention provides, in a first aspect, an angle bracket, where the angle bracket comprises:
- a first leg placed in a first plane, said first leg having
- a first free end part,
- a first side rib, and
- a second side rib,
- a second leg placed in a second plane, said second leg having
- a second free end part,
- a first side rib, and
- a second side rib,
- said first leg and said second leg being arranged essentially perpendicular to each other via a common bending section, said common bending section connecting the side ribs of the first and second leg,
- a number of apertures for receiving means for fastening the first leg of the angle bracket to a first construction element and the second leg of the angle bracket to a second construction element, and
- the width of the angle bracket along the axis of the common bending section is smaller than the width of the angle bracket at the free end parts of the legs.
- The ribs of both sides of the angle bracket connected via the ribs of the common bending section are significantly heightening the moment of inertia of the angle bracket perpendicular to the common bending section. Having the ribs projecting in the sides of the angle bracket leaves a central surface area of each leg free of ribs and arranged with apertures in order to receive fastening means e.g. nails or screws. Because the apertures are arranged in the central surface area of the legs and thus facilitating that the apertures are positioned towards the centre of the timber surface, the risk of splitting the timber is minimised.
- In a preferred embodiment according to the invention, the width of the angle bracket along the axis of the common bending section can be less than 80% of the width of the free end part of a leg.
- If the width of the angle at the common bending section is less than 80% of the width of the free end part of a leg, more material could be used for forming the rib. In this way, it is possible to achieve on the one hand a preferred height of the ribs and thus the moment of inertia of the angle bracket and on the other hand still have a surface in which apertures for fastening means can be positioned.
- In yet another embodiment according to the invention, at least one of the apertures of the first leg or the second leg may be larger than the others. In this way it is provided that different types of fastening means could be used, e.g. nails and screws for the smaller apertures and a connector screw for the larger aperture.
- In another embodiment according to the invention, the at least two apertures can be larger than the others, said two larger apertures having diameters that differ from each other. Preferably, the at least two apertures could be placed on each leg. If only one of the larger apertures is used, it is achieved that the worker is free to orient the angle bracket according to the fastening means at hand. Furthermore, specifications could demand the use of certain fastening means, and the angle bracket being provided with apertures of different diameters would in this way be more likely to support the specifications.
- In a preferred embodiment according to the invention, the angle bracket can be made from a rectangular piece of sheet metal. In this way only the material punched out from the apertures is wasted. Furthermore, it is possible to use e.g. coils as raw material.
- In a preferred embodiment according to the invention, the angle bracket can be made of galvanised high strength steel. In yet another embodiment, the sheet metal can have a thickness of 0,5-5 mm, preferably 1-3,5 mm, most preferably 1,5-2 mm.
- By using galvanised steel, it is achieved that the angle bracket is adapted in a better way for withstanding corrosion. However, the combination of high strength steel with a thickness of e.g. 1,5 mm and the galvanisation makes it possible to reduce the thickness of the material used for the angle bracket. Using thinner material makes it possible to achieve higher ribs during the same process time and furthermore, with less risk of the galvanisation to peel or get scratched off. The preferred quality of the steel may be S250GD + Z275 according to EN10326:2004.
- In yet another preferred embodiment according to the invention the one leg of the angle bracket may be longer than the other. If an angle bracket is used with a sill, on which a pillar or a stud is to be fastened, it is preferred that the one leg of the angle bracket extends the full distance from the lower part of the sill to a certain height on the pillar. The other leg does not necessarily need to be of the same length as the first if it is e.g. fastened by e.g. a threaded rod in concrete stemwalls.
- In a preferred embodiment according to the invention the side ribs can be bent to an angle of at least 65° in relation to the free end parts via a curved edge section, said curved edge section extending for a maximal distance of 35 mm. In this way, an unbroken continuous edge of the sides is provided, and the risk of undesired cracking is minimised. In another embodiment according to the invention, a slit could be provided at the start of the rib.
- According to the present invention the angle bracket can preferably be produced by a method comprising the steps:
- providing sheet metal, e.g. galvanised sheet metal from coils,
- punching out apertures,
- punching out a rectangular piece of sheet metal from the coil,
- bending the rectangular piece of sheet metal to an angle of essentially 90° by a common bending section, and
- bending side sections so as to form side ribs extending essentially from a first free end part of the one leg to a second free end part of the second leg via the common bending section.
- In this way of producing the angle bracket a cheap and efficient method of producing is obtained. Raw material, e.g. coils, is supplied in a desired width so as to avoid scrap material. The method could e.g. be carried out as a progressive die operation or as a transfer die operation. It is important to notice that the angle bracket can be produced from galvanised sheet metal and in which case the angle brackets are ready for use when leaving the final die.
- Preferred embodiments of the present invention will now be described by way of example only with reference to the accompanying drawings, in which:
-
Fig. 1 shows a perspective view of the angle bracket according to the invention, -
Fig. 2 shows a side view of the angle bracket ofFig. 1 , -
Fig. 3 shows a perspective view of the angle bracket ofFig. 1 in its installed position joining two constructional elements, and -
Fig. 4 shows an embodiment of the angle bracket in which the one leg is longer than the other. - The invention is described below by way of example with the assumption that the angle bracket is used to join two construction elements. However, within the scope of the invention the angle bracket can be used in other applications as well.
-
Fig. 1 shows an angle bracket 1. The angle bracket 1 comprises afirst leg 2 and asecond leg 3. Thefirst leg 2 has a firstfree end part 4. Thesecond leg 3 has a secondfree end part 5. Thefist leg 2 and thesecond leg 3 are connected via acommon bending section 6. Thefirst leg 2, is provided withside ribs second leg 3 is provided withside ribs side rib 7 and theside rib 9 are connected by thecommon bending section 6 and will in the following be referred to with thejoint reference numeral 7. Likewise, theside rib 8 and theside rib 10 are connected by thecommon bending section 6 and will in the following be referred to with thejoint reference numeral 8. Thus, eachside rib free end part 4 to the secondfree end part 5. Theribs first leg 2 and thesecond leg 3 are provided with a number of smaller apertures 11 (only two of the smaller apertures are marked with the reference numeral) and twolarger apertures smaller apertures 11 could e.g. have a diameter of 5 mm. In this embodiment of the invention, thelarger apertures larger apertures free end part 4 has anedge 14 where no side ribs project. Likewise, the secondfree end part 5 has anedge 15 where no side ribs project. Theedge 14 of the firstfree end part 4 and theedge 15 of the secondfree end part 5 are connected by anedge side ribs -
Fig. 2 shows a side view of the angle bracket 1 ofFig. 1 . It is shown that the side rib 7 (similar torib 8, not shown) is extending from an area of the firstfree end part 4 with no side rib to an area of the secondfree end part 5 with no side rib. In order to provide a continuous edge of theside rib 7 from the area of the firstfree end part 4 to the area of the secondfree end part 5, theside rib 7 is at its starting point at thefree end part 4, twisted or bend via acurved edge section 20. Thecurved edge section 20 could e.g. be extending over a distance d of maximal 35 mm. Thecurved edge section 20 and thus therib 7 may e.g. be bent to an angle of at least 65° in relation to thefree end parts legs rib 7 is extending via thecommon bending section 6 without slits or cuts and the rigidity of the angle bracket 1 is thus kept as high as possible. -
Fig. 3 shows an angle bracket 1 in its installed position. The angle bracket 1 is joining afirst construction element 30 to asecond construction element 31. It is shown that fastening means 32 are arranged in a number of thesmaller apertures 11 of both thefirst leg 2 and thesecond leg 3. Furthermore, it is shown that the angle bracket 1 enables a positioning of the fastening means 32 in theapertures construction element 30. If theconstruction element 30 is made from e.g. timber, this central placement of the fastening means minimises the risk of splitting the timber. In this installation, it is shown that none of thelarger apertures larger apertures -
Fig. 4 shows another embodiment of the angle bracket 1. In this embodiment the angle bracket 1 is provided with afree end part 5 of thesecond leg 3 that extends longer than thefirst leg 2. Theribs Figs. 1-3 and these are thus not described in further detail. Thelarger aperture 12 is positioned closer to thecommon bending section 6 than shown inFigs. 1-3 . This is due to the fact that angle brackets 1 having a longersecond leg 3 can be used e.g. for joining a stud to a sill (not shown). However, this is often obtained by fastening thefirst leg 2 in a plane parallel to the lower side of e.g. a sill (not shown) while thesecond leg 3 extends up along the stud. In this situation it is found preferable to move theaperture 12 towards thecommon bending section 6.
Claims (12)
- An angle bracket (1) for joining a first construction element (30) to a second construction element (31) characterised in that the angle bracket (1) comprises:- a first leg (2) placed in a first plane, said first leg (2) having- a first free end part (4),- a first side rib (7), and- a second side rib (8),- a second leg (3) placed in a second plane, said second leg having- a second free end part (5),- a first side rib (9), and- a second side rib (10),- said first leg (2) and said second leg (3) being arranged essentially perpendicular to each other via a common bending section (6), said common bending section (6) connecting the side ribs of the first (2) and second leg (3),- a number of apertures (11) for receiving means (32) for fastening the first leg (2) of the angle bracket (1) to a first construction element (30) and the second leg (3) of the angle bracket (1) to a second construction element (31), and- the width of the angle bracket (1) along the axis of the common bending section (6) is smaller than the width of the angle bracket (1) at the free ends (4, 5) of the legs (2, 3).
- An angle bracket (1) according to claim 1, characterised in that the width of the angle bracket (1) along the axis of the common bending section (6) is less than 80% of the width of the free end part (4, 5) of a leg (2, 3).
- An angle bracket (1) according to claim 1 or claim 2, characterised in that at least one of the apertures of the first leg (2) or the second leg (3) is larger than the others.
- An angle bracket (1) according to any one of claims 1, 2 or 3, characterised in that at least two of the apertures are larger than the others, said two larger apertures (12, 13) having diameters that differ from each other.
- An angle bracket (1) according to any one of claims 1 to 4, characterised in that the angle bracket (1) is made from a rectangular piece of sheet metal.
- An angle bracket (1) according to any one of claims 1 to 5, characterised in that the angle bracket (1) is made of a galvanised high strength steel.
- An angle bracket (1) according to any one of claims 1 to 6, characterised in that the sheet metal has a thickness of 0,5 - 5 mm, preferably 1 - 3,5 mm, most preferably 1,5 - 2 mm.
- An angle bracket (1) according to any one of claims 1 to 7, characterised in that the one leg (2, 3) of the angle bracket (1) is longer than the other.
- An angle bracket (1) according to any one of claims 1 to 8, characterised in that the side ribs (7, 8,9 ,10) are be bend to an angle of at least 65° in relation to the free end parts (4, 5) via a curved edge section (20), said curved edge section (20) extending for a maximal distance (d) of 35 mm.
- A method for manufacturing an angle bracket (1) according to any one of claims 1 to 9, characterised in that the method comprises the steps:- providing sheet metal e.g. galvanised sheet metal from coils,- punching out apertures (11, 12, 13),- punching out a rectangular piece of sheet metal from the coil,- bending the rectangular piece of sheet metal to an angle of essentially 90° by a common bending section (6), and- bending side sections so as to form side ribs (7, 8, 9, 10) extending essentially from a first free end part (4) of the one leg (2) to a second free end part (5) of the second leg (3) via the common bending section (6).
- An angle bracket (1) substantially as hereinbefore described with reference to or as shown in the accompanying drawings.
- A method for manufacturing an angle bracket (1) substantially as hereinbefore described with reference to or as shown in the accompanying drawings.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB0803265A GB2457712A (en) | 2008-02-22 | 2008-02-22 | Angle bracket for fastening a first construction element to a second construction element and method for producing an angle bracket |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2093336A2 true EP2093336A2 (en) | 2009-08-26 |
EP2093336A3 EP2093336A3 (en) | 2012-01-18 |
Family
ID=39284393
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09250472A Withdrawn EP2093336A3 (en) | 2008-02-22 | 2009-02-23 | Angle bracket for fastening a first construction element to a second construction element and method for producing an angle bracket |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2093336A3 (en) |
GB (1) | GB2457712A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2017144064A1 (en) * | 2016-02-26 | 2017-08-31 | Vkr Holding A/S | A mounting bracket for installation of a window in a roof structure |
WO2018130551A1 (en) | 2017-01-11 | 2018-07-19 | Rotho Blaas Gmbh/Srl | Connecting system with connecting piece for wood constructions |
USD839078S1 (en) | 2018-01-04 | 2019-01-29 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
US10355264B2 (en) | 2009-09-10 | 2019-07-16 | Cps Technology Holdings Llc | Secondary battery |
USD959251S1 (en) | 2020-07-22 | 2022-08-02 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
USD959250S1 (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 |
US11692340B2 (en) | 2020-07-22 | 2023-07-04 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10865558B2 (en) | 2015-12-31 | 2020-12-15 | Simpson Strong-Tie Company, Inc. | Adjustable tension tie |
EP3947839A1 (en) * | 2019-04-03 | 2022-02-09 | Simpson Strong-Tie A/S | Column shoe manufactured from one piece of sheet metal |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2063329A (en) * | 1979-11-02 | 1981-06-03 | Catnic Components Ltd | Wall-ties |
US5467570A (en) * | 1994-10-12 | 1995-11-21 | Simpson Strong-Tie Co., Inc. | Tension tie |
DE29707800U1 (en) * | 1997-04-30 | 1997-07-10 | Bierbach GmbH & Co. KG Befestigungstechnik, 59425 Unna | Angle connector |
DE29814179U1 (en) * | 1998-08-07 | 1998-11-05 | BMF Holzverbinder GmbH, 24939 Flensburg | Angle connector |
DE29714756U1 (en) * | 1997-08-18 | 1998-12-17 | BMF Holzverbinder GmbH, 24939 Flensburg | Angle connector |
US20040165942A1 (en) * | 2003-02-21 | 2004-08-26 | Schmid Ben L. | Shear wall holdowns and wall anchor connectors |
-
2008
- 2008-02-22 GB GB0803265A patent/GB2457712A/en not_active Withdrawn
-
2009
- 2009-02-23 EP EP09250472A patent/EP2093336A3/en not_active Withdrawn
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2063329A (en) * | 1979-11-02 | 1981-06-03 | Catnic Components Ltd | Wall-ties |
US5467570A (en) * | 1994-10-12 | 1995-11-21 | Simpson Strong-Tie Co., Inc. | Tension tie |
DE29707800U1 (en) * | 1997-04-30 | 1997-07-10 | Bierbach GmbH & Co. KG Befestigungstechnik, 59425 Unna | Angle connector |
DE29714756U1 (en) * | 1997-08-18 | 1998-12-17 | BMF Holzverbinder GmbH, 24939 Flensburg | Angle connector |
DE29814179U1 (en) * | 1998-08-07 | 1998-11-05 | BMF Holzverbinder GmbH, 24939 Flensburg | Angle connector |
US20040165942A1 (en) * | 2003-02-21 | 2004-08-26 | Schmid Ben L. | Shear wall holdowns and wall anchor connectors |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10355264B2 (en) | 2009-09-10 | 2019-07-16 | Cps Technology Holdings Llc | Secondary battery |
CN110005143B (en) * | 2016-02-26 | 2021-05-07 | Vkr控股公司 | Mounting bracket for mounting a window in a roof structure |
CN108699841A (en) * | 2016-02-26 | 2018-10-23 | Vkr控股公司 | Mounting bracket for being mounted on window in roof structure |
WO2017144064A1 (en) * | 2016-02-26 | 2017-08-31 | Vkr Holding A/S | A mounting bracket for installation of a window in a roof structure |
CN110005143A (en) * | 2016-02-26 | 2019-07-12 | Vkr控股公司 | Mounting bracket for being mounted on window in roof structure |
CN108699841B (en) * | 2016-02-26 | 2020-07-17 | Vkr控股公司 | Mounting bracket for mounting a window in a roof structure |
WO2018130551A1 (en) | 2017-01-11 | 2018-07-19 | Rotho Blaas Gmbh/Srl | Connecting system with connecting piece for wood constructions |
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 |
USD959251S1 (en) | 2020-07-22 | 2022-08-02 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
USD959250S1 (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 |
Also Published As
Publication number | Publication date |
---|---|
GB2457712A (en) | 2009-08-26 |
GB0803265D0 (en) | 2008-04-02 |
EP2093336A3 (en) | 2012-01-18 |
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