STRUCTURE AND METHOD OF INSTALLING VISCOUS SEISMIC CONTROL WALL ONTO EXISTING SRC CONSTRUCTED BEAM

PROBLEM TO BE SOLVED: To provide a installing structure having good work executable properties and improved in seismic control performance by making the vertical width of a viscous seismic control wall longer as much as possible in fitting the viscous earthquake restricting wall to an existing SRC c...

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Bibliographische Detailangaben
Hauptverfasser:	TAKAHATA AKINOBU, SAKURAGAWA NORIO, TAKAHASHI YOSHINORI, OKUMOTO HIDEFUMI
Format:	Patent
Sprache:	eng
Schlagworte:	BLASTING BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES CEILINGS ENGINEERING ELEMENTS AND UNITS FENCING FIXED CONSTRUCTIONS FLOORS FORMS GENERAL BUILDING CONSTRUCTIONS GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVEFUNCTIONING OF MACHINES OR INSTALLATIONS HANDLING BUILDING MATERIALS ON THE SITE HEATING INSULATION OR OTHER PROTECTION OF BUILDINGS LIGHTING MASTS MEANS FOR DAMPING VIBRATION MECHANICAL ENGINEERING REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ROOFS SCAFFOLDING SHOCK-ABSORBERS SHUTTERING SPRINGS SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL THERMAL INSULATION IN GENERAL WALLS, e.g. PARTITIONS WEAPONS
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Beschreibung
Zusammenfassung:	PROBLEM TO BE SOLVED: To provide a installing structure having good work executable properties and improved in seismic control performance by making the vertical width of a viscous seismic control wall longer as much as possible in fitting the viscous earthquake restricting wall to an existing SRC constructed beam. SOLUTION: A lower steel frame 6 extending along the longitudinal direction of the beam is bound on the existing SRC constructed beam 1 by an anchor bolt 11 driven in a clearance between an upper flange 9a of a beam steel 9 and a beam main reinforcement 10 and a nut 12 screw-engaged with the anchor bolt. An upper steel frame 7 extending along the longitudinal direction of the beam is bound on an SRC constructed beam 1 of an upper floor through a resin anchor bolt 17 driven in the beam concrete and a nut 18 screw-engaged with the resin anchor bolt. A lower flange of the viscous seismic control wall 2 is joined to the lower steel frame by a bolt, and an upper flange of the viscous seismic control wall is joined to the above steel frame by a bolt.