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Comment ID

281

Commenting on behalf of

Individual

Comment status

Comment approved More about comment statuses
Under 910.04.02.02 Post-Tensioning Working Drawings, I suggest that is be made clear that the details for the ducts must include the appropriate friction and wobble coefficients to be used in the design calculations. Read more

Comment ID

285

Commenting on behalf of

Tensacciai srl (TENSA)

Comment status

Comment approved More about comment statuses
See attached file. Comments are: - use of word "couplers" - request of use of ETAG 013 for dynamic testing - use of curvature radii for ducts smaller than 10 m - use of FIB Bulletin 75 not connected with ETAG 013 - use of corrugated plastic ducts with longitudinal flow channels Read more

Comment ID

288

Commenting on behalf of

VSL

Comment status

Comment approved More about comment statuses
910.02 References: ETAG 013- Obsolete. It has been replaced by EAD 160004-00-0301 Post-tensioning systems for prestressing of structures. Also EAD 16007-00-0301 Special filling products for post-tensioning kits has been issued

Comment ID

290

Commenting on behalf of

VSL

Comment status

Comment approved More about comment statuses
910.04.02.02 “where posttensioning tendons are anchored on concrete…” Only passive anchorages based on concrete embedded bulbs are considered. Other passive anchorages typologies (i.e. Anchor head + wedges + cap; i.e. anchor head + compression fitting + cap; others…) Read more

Comment ID

292

Commenting on behalf of

VSL

Comment status

Comment approved More about comment statuses
910.04.02.04.02 Testing “unless the anchorage is located or used in such a manner that repeated load applications could be expected on the anchorage.” - Who decides if the anchorage is subject to dynamic loads? - Can previous representative tests used to justify the requirements? Read more

Comment ID

296

Commenting on behalf of

VSL

Comment status

Comment approved More about comment statuses
910.01.02.01 “The ducts, including joints, shall be watertight, vapour-tight and nonreactive with concrete, tendons, or grout. The ducts and components shall meet the requirements of Post-Tensioning System Tendon Protection Level 2 (PL-2) according to PTI/ASBI M50.3” Read more

Comment ID

297

Commenting on behalf of

VSL

Comment status

Comment approved More about comment statuses
910.05.02.02 “Plastic for the external post tensioning ducts shall be code letter D or E for colour and ultraviolet (UV) stabilizer according to ASTM D3350. The plastic duct shall be manufactured according to ASTM D2239 from virgin material.” Read more

Comment ID

298

Commenting on behalf of

VSL

Comment status

Comment approved More about comment statuses
910.05.02.03 “Ducts at Deviators Ducts within a deviator for post-tensioning tendons shall be galvanized steel pipe according to ASTM A53,Type E, Grade B, with a wall thickness of not less than 3 mm. The duct shall be formed to conform to the alignment of the tendon.” Read more

Comment ID

300

Commenting on behalf of

VSL

Comment status

Comment approved More about comment statuses
910.05.05.02 Vapour phase corrosion inhibitors (VPCI) are banned in Florida. Some studies of failed tendons were linked to the VPCI's poor dispersive properties and non-uniform protection. Soluble oil corrosion protection products are recommended, and of widespread use around the industry

Comment ID

303

Commenting on behalf of

VSL

Comment status

Comment approved More about comment statuses
910.07.03 Vapour phase corrosion inhibitors (VPCI) are banned in Florida. Some studies of failed tendons were linked to the VPCI's poor dispersive properties and non-uniform protection. Soluble oil corrosion protection products are recommended, and of widespread use around the industry Read more