发明公开
EP3212861A2 DISSIPATIVE CONNECTION WITH OPTIMIZED STIFFNESS AND STRENGTH FOR JOINING CONSTRUCTION ELEMENTS
审中-公开
具有优化刚度和加强施工单元强度的耗散连接
- 专利标题: DISSIPATIVE CONNECTION WITH OPTIMIZED STIFFNESS AND STRENGTH FOR JOINING CONSTRUCTION ELEMENTS
- 专利标题(中): 具有优化刚度和加强施工单元强度的耗散连接
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申请号: EP15791739.4申请日: 2015-09-25
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公开(公告)号: EP3212861A2公开(公告)日: 2017-09-06
- 发明人: ENZO, Bozza , DARIO, Francescato , MARIA ROSA, Valluzzi , ENRICO, Garbin , STEFANO, Parente
- 申请人: Universita' Degli Studi Di Padova , Enzo, Bozza , Dario, Francescato
- 申请人地址: Via 8 Febbraio 1848, 2 35122 Padova IT
- 专利权人: Universita' Degli Studi Di Padova,Enzo, Bozza,Dario, Francescato
- 当前专利权人: Universita' Degli Studi Di Padova,Enzo, Bozza,Dario, Francescato
- 当前专利权人地址: Via 8 Febbraio 1848, 2 35122 Padova IT
- 代理机构: Lisa, Elisabetta
- 优先权: ITMI20141690 20140926
- 国际公布: WO2016046796 20160331
- 主分类号: E04H9/02
- IPC分类号: E04H9/02 ; E04B1/98 ; F16B15/00 ; E04B1/26
摘要:
The invention relates to a connecting device (1,10,10',10") between construction elements (L, C) for the controlled dissipation of energy comprising at least one plate comprising, in turn, at least a first portion (2, 12, 12',12"), said at least first portion (2, 12, 12',12") comprising a plurality of first holes (3,30,30',30") dimensioned and mutually spaced such to create a plurality of first dissipative elements (4,40,40',40") directed in the main development direction of the plate and intended to absorb axial stresses applied on said connecting device (1,10,10',10") and a plurality of second holes (5,50,50',50") dimensioned and mutually spaced such to create a plurality of second dissipative elements (6,60,60',60") directed perpendicularly to the main development direction of the plate and intended to absorb by means of bending mechanisms the axial stresses applied on said connecting device (1,10,10',10"); the invention relates also to a building comprising a plurality of connecting devices (1,10,10',10") able to dissipate energy in a controlled way between construction elements (L, C); the invention relates also to the relevant method for the controlled dissipation of energy between construction elements (L,C).
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