EP2123835A2 - Hidden self-supporting special base in hot rolled steel for wooden beams - Google Patents
Hidden self-supporting special base in hot rolled steel for wooden beams Download PDFInfo
- Publication number
- EP2123835A2 EP2123835A2 EP09425195A EP09425195A EP2123835A2 EP 2123835 A2 EP2123835 A2 EP 2123835A2 EP 09425195 A EP09425195 A EP 09425195A EP 09425195 A EP09425195 A EP 09425195A EP 2123835 A2 EP2123835 A2 EP 2123835A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- special base
- hot rolled
- rolled steel
- wing
- anchor
- 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- Withdrawn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
Images
Classifications
-
- 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
- E04B1/2612—Joist hangers
-
- 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
Definitions
- the special base in steel (momentarily for lack of industrial production) can be drawn by beam HEA-HEB-HEM with parallel wide wings cut and shaped considering the various measures that they satisfy the calculations of resistance to the traction, bending, twisting moment to establish the safety admissible load adding a hypothetical permanent and accidental overload.
- This special base is to be a hot rolled element so that has not intenal tensions (es. weldings, folding with possible stretchings, nervelessness, cranny and incisions provoked by the folding machines).
- the innovation intends to reach important targets: great safety and more quality; if in the future the innovation had to have a breadth employment it could be proposed to some great industry or steelworks a production on well precise measures through heat lamination, or through forging or hot rolled of the pieces.
- the superior wing fig.2(1) of the special base offers a rest on the mean beam like the inferior wing fig. 2(3) offers a rest in the slot of secondary beam, while the superior wing fig.2(2) it acts in compression in the milling of the secondary beam and under load it maintains the special base in line with the beam.
- the special base can be used for the realization of intermediate floor, attics, suspended ceiling, and for the primary and secondary roof framework of the greatest part of the wood structures.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
- Laminated Bodies (AREA)
Abstract
Description
- It has been studied and experimented with tests of load, to have more safety, offering an alternative to the traditional connections after having conducted a research and a careful analysis of existing products in commerce.
- The special base in steel (momentarily for lack of industrial production) can be drawn by beam HEA-HEB-HEM with parallel wide wings cut and shaped considering the various measures that they satisfy the calculations of resistance to the traction, bending, twisting moment to establish the safety admissible load adding a hypothetical permanent and accidental overload.
- To conclude the manufactoring product it needs to perforate the holes in the superior part of the special base as well visible in the sketch
fig.1 and subsequently follows the treatment of zinc-coated. - To allow the correct connection it needs to perform some milling in the main beam and in the secondary beam so is possible insert the special base in the secondary beam and lean all on the main beam inserting the wooden screw in the special holes of the superior wings of the special base as in the sketch
fig.2 . - Through special template is possible to realize the milling of the beam in wood to permit the correct insertion of the fitting special base to fit the secondary beam in correspondence of the special place on the main beam so that result hidden between them, getting the so-called "disappeared".
- One of the most fundamental characteristic of this special base is to be a hot rolled element so that has not intenal tensions (es. weldings, folding with possible stretchings, nervelessness, cranny and incisions provoked by the folding machines).
- Another important point in favor is the overmanned rays of link of the superior wings and of the inferior wing of the special base.
- The innovation intends to reach important targets: great safety and more quality; if in the future the innovation had to have a breadth employment it could be proposed to some great industry or steelworks a production on well precise measures through heat lamination, or through forging or hot rolled of the pieces.
- Two of the objectives reached with the new special base are to bring great loads and to guarantee great safety.
- Making tests of load using two specimen special bases inserted in a secondary beam baseed and screwed in the milling of two primary beam, it has been possible to ascertain that increasing progressively the load, the derived endurance tests has overcome every expectation.
- Still under load we have been removed the fixing screw and is been able to verify that the structure has not accused yielding, because the superior wing of the special base, on the secondary beam acted in compression, from here the name "Special bases to disappearance self-supporting ".
- It is necessary use this special base on a square or rectangular section beam, in lamellar wood BS 11 and BS 14, double-lamellar, in timber and KWH beams.
- The superior wing fig.2(1) of the special base offers a rest on the mean beam like the inferior wing fig. 2(3) offers a rest in the slot of secondary beam, while the superior wing fig.2(2) it acts in compression in the milling of the secondary beam and under load it maintains the special base in line with the beam.
- The special base can be used for the realization of intermediate floor, attics, suspended ceiling, and for the primary and secondary roof framework of the greatest part of the wood structures.
- When the main beams are parallel each others and the structure to be realized is in square with them we have to use the square linear cut special bases as represented in draw fit.1; otherwise when the beams are not parallel and the structure is not in square, it could be realized (always from the same "J"profile),left and right special bases as represented in top view in sketch
fig.3 , where the wing superior fig3(1) is equal to the normal special base, while the wings fig.3(4) and (5) can be realized with inclined cut, so also the inferior wings of the special base.
Claims (3)
- The product
" Hidden special base self-supporting in hot rolled steel for wooden beams"
has been studied and experimented with tests of load, to have more safety, offering an alternative to the traditional connections after having conducted a research and a careful analysis of existing products in commerce.
The innovation bases its essential feature on displacement the anchor from overlapped to the wooden timber depth.
The superior wing fig.2(1) has the anchor on the top of the mean beam and the inferior wing fig.2(3)inserted in the milling offers the anchor to the secondary beam, whereas the superior wing fig.2 (2), acting in compression on the secondary beam does not allow under load the releasing of the base. - The "Hidden special base self-supporting in hot rolled steel for wooden beams"
As claimed in claim 1), an important characteristic contained in the shape of the base, that displaces the anchor from overlapped to the wooden timber depth, is to have a "Z"(zed) profile.
Afterwards the special base is composed by the superior wing fig.2(1), the vertical coast and an inferior wing fig.2(3) as anchor.
Adding the superior wing fig.2(2) that acts in compression, in conclusion we get a "J"(Jey) profile as showed in the sketch fig. e fig.2 - The "Hidden special base self-supporting in hot rolled steel for wooden beams"
As claimed in claim 1 and 2, the innovation is characterized by a special base derived by hot working without inside tensions as the welding or the folding could give it.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITPV20080006 ITPV20080006A1 (en) | 2008-05-21 | 2008-05-21 | SELF-SUPPORTING HIDDEN SUPPORT IN HOT LAMINATED STEEL FOR WOODEN BEAMS |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2123835A2 true EP2123835A2 (en) | 2009-11-25 |
EP2123835A3 EP2123835A3 (en) | 2012-03-07 |
Family
ID=40302974
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09425195A Withdrawn EP2123835A3 (en) | 2008-05-21 | 2009-05-21 | Hidden self-supporting special base in hot rolled steel for wooden beams |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2123835A3 (en) |
IT (1) | ITPV20080006A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103114680A (en) * | 2013-03-05 | 2013-05-22 | 江苏中宝钢构有限公司 | J section steel and application thereof |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3127050A1 (en) * | 1981-07-09 | 1983-01-27 | Nadel- und Drahtwarenfabrik Ernst Bierbach KG, 4750 Unna | Wood connection, in particular for roof structures |
-
2008
- 2008-05-21 IT ITPV20080006 patent/ITPV20080006A1/en unknown
-
2009
- 2009-05-21 EP EP09425195A patent/EP2123835A3/en not_active Withdrawn
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3127050A1 (en) * | 1981-07-09 | 1983-01-27 | Nadel- und Drahtwarenfabrik Ernst Bierbach KG, 4750 Unna | Wood connection, in particular for roof structures |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103114680A (en) * | 2013-03-05 | 2013-05-22 | 江苏中宝钢构有限公司 | J section steel and application thereof |
Also Published As
Publication number | Publication date |
---|---|
EP2123835A3 (en) | 2012-03-07 |
ITPV20080006A1 (en) | 2009-11-22 |
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Legal Events
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
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AX | Request for extension of the european patent |
Extension state: AL BA RS |
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RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04B 1/26 20060101AFI20120131BHEP |
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STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN |
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18W | Application withdrawn |
Effective date: 20120903 |