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http://www.firth.co.nz/residential/foundations/ribraft/
RibRaft® Twenty years ago Firth created RibRaft® - New Zealand’s first pod floor system. The Firth RibRaft® system has now become one of NZ's most popular solutions for residential and light commercial flooring. This innovative method of concrete floor construction sits 'on' the ground not 'in' the ground making it seismically strong.
https://www.firth.co.nz/assets/Uploads/Brochures/Firth-RibRaft-Technical-Manual-.pdf
JAN 2012. 2 INSTRUCTIONS ON THE USE OF THIS MANUAL This Manual consists of three Sections: ... RibRaft Floor System - Section 1 Design Information. 5 ... support the roof or floors, the loaded dimensions stated in Tables 8.2 and 14.10 of NZS3604:2011
https://www.scribd.com/doc/147288022/Ribraft-Technical-Manual
Where a shear key is required, the minimum number of shear keys shall be two per floor plan. Construction details of the shear keys shall be as shown on Figure 6 below. Shear keys shall be a minimum of 900mm long. The holes shall be over-drilled at least 100mm and a polystyrene RibRaft Shear Key Support placed into the bottom of each hole.
http://www.raftfloorslabs.co.nz/
It incorporates reinforced ground beams and ribs, polystyrene pods, spacers and a concrete topping all in one pour. If required structual piles are incorporated into the system to penetrate poor ground and support structual in good ground below. Shear key piles can also be used to prevent horizontal slipping of at risk structures.
https://www.building.govt.nz/assets/Uploads/building-code-compliance/certifications-programmes/product-certification-scheme/product-certificate-register/ribraft-floor-system.pdf
• Nothing in this document should be construed as a warranty or guarantee by CMI, and the only applicable warranties will be those provided by the Certificate Holder. Page 1 of 3 CM40015 -I02 -R02 CERTIFICATE OF CONFORMITY This is to certify that . Firth Ribraft® Floor System Complies with the New Zealand Building Code: 1.
https://simkin.co.nz/wp-content/uploads/2016/03/1450-FOUNATIONS.pdf
Firth Rib Raft Slab Design - Kennedy Park Reception Building Development 1566-S SHEAR KEY PILES GENERAL NOTES GENERAL Design is based on the Firth Rib-Raft pod floor system. Do not scale from drawings. These drawings are to be read in con-junction with the architectural drawings and all other related documents.
https://dot.ca.gov/-/media/dot-media/programs/engineering/documents/seismicdesigncriteria-sdc/201904-seismicdesigncriteria-v2-a11y.pdf
SEISMIC DESIGN CRITERIA VERSION 2.0 State of California Department of Transportation. APRIL 2019 . T ... Headed bars used for shear key reinforcement : 6.3.5.1. Added a new provision for Isolated Shear Key confinement ... Changed terminology from “Seat Width” to “Support Length” Added new design provisions and made editorial ...
https://www.diva-portal.org/smash/get/diva2:978196/FULLTEXT01.pdf
Concrete shear keys in prefabricated bridges with dry deck joints Robert Hällmark ... and the second key was tested. When the second shear key was tested an extra vertical support was used, to make sure that the specimen was levelled horizontally and that the ... The other shear key, shear key type 3, was completely without ...
https://www.engineeringcivil.com/what-is-the-purpose-of-installation-of-shear-keys-in-bridge-abutment.html
Shear keys in bridge abutment are divided into two types, exterior or interior. Exterior shear keys have the demerit of the ease of inspection and repair. The shear keys are designed as sacrificial and it is assumed that once their capacity has been exceeded, the shear keys would not provide further support.
https://www.milwaukeetool.com/support
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