HOME THE COMPANY SEISMIC IMPROVEMENT JOBS PRESS EXPERIMENTS DOWNLOAD CONTACTS REINFORCEMENT TECHNIQUES FOR THE CONSOLIDATION AND SEISMIC IMPROVEMENT OF MASONRY BUILDINGS The CAM ® system and the other brands of EDIL CAM Sistemi ® are the technology that best matches the need for consolidation of the masonry in compliance with the conservation of the asset even if it is historical and restricted. The CAM ® branded active stitching system creates a three-dimensional network in coercion that allows the compaction of the masonry mass, the connection between the external facing and the creation of a diffused reinforcement on the wall.The mesh is made through the horizontal and vertical repetition of rings that cross the wall thickness; each ring is made up of one or more stainless steel strips (s≤1 mm) tensioned through a special pneumatic machine. The first and most dangerous fragile collapse mechanism that would arise due to the disintegration of the masonry mass is thus hindered through the creation of a connecting diaton that absorbs the action of the internal thrusting core. Another primary cause of the collapse of wall buildings is represented by the lack of effective clamping between macro elements, therefore between orthogonal walls and between walls and floors. The CAM ® System allows the creation of widespread chaining ; in correspondence of the angles and the wall intersections it creates constraints that allow the elimination of the first-way collapse mechanisms. In correspondence with the floors, clamping constraints of the joists to the perimeter walls and curbs in reinforced masonry can be created without the need to drill holes inside the masonry. Overall, a widespread seam intervention on the whole structure therefore allows an improvement of the local seismic response, restoring an overall box-like behavior, simultaneously involving as many elements as possible in making their own resistant contribution, globally activating a ductile mechanism of collapse. The stitching mesh allows the increase of the resistance in the plane and out of the plane for the single panel; the ligatures arranged horizontally are shear reinforcement, those arranged vertically are bending reinforcement and the three-dimensional lattice increases the load-bearing capacity under axial load due to the induced confinement. The calculation can be performed using the formulations given in the legislation, comparing the masonry reinforced with the CAM ® brand system to a reinforced masonry, both to evaluate the increase in terms of resistance and in terms of the ultimate drift of the panel. MASONRY CONSOLIDATION CONSOLIDATION OF REINFORCED CONCRETE STRUCTURES CONSOLIDATION OF INDUSTRIAL BUILDINGS CONSOLIDATION OF FLOORS SISMABONUS BROCHURE DOWNLOAD.PDF WHERE WE ARE Via dei Genieri, 39 - 00143 Rome Tel. +39.06.5073602 Fax +39.06.60507041 Contact us! Mon - Fri: 9:00 - 18:00 DO YOU NEED TECHNICAL SUPPORT? CONTACT US NOW! CAM ® , SISTEMA CAM ® , DIS-CAM ® and EDIL CAM SISTEMI ® are registered trademarks of EDIL CAM Sistemi Srl and the technology marketed under these trademarks is the subject of a patent issued to EDIL CAM Sistemi Srl. CONSTRUCTION SITES MASONRY BUILDINGS HISTORIC BUILDINGS REINFORCED CONCRETE BUILDINGS PREFABRICATED STRUCTURES SEISMIC IMPROVEMENT MASONRY CONSOLIDATION REINFORCED CONCRETE CONSOLIDATION PREFABRICATION CONSOLIDATION CONSOLIDATION OF FLOORS CONTACTS Via dei Genieri, 39 - 00143 Rome Tel. +39.06.5073602 Fax +39.06.60507041 Contact us! PRIVACY COOKIES VAT NUMBER 06262521005 • BUSINESS REGISTER OF ROME 2000/06262521005 • REA 956541 • SHARE CAPITAL € 114,000.00 © 2021 IMEDIATICA.COM • ALL RIGHTS RESERVED Disclosure We and selected third parties use cookies or similar technologies for technical purposes and, with your consent, also for other purposes as specified in the cookie policy . You can consent to the use of these technologies by closing this statement or continuing to browse otherwise. Learn more and customize Accept ×