00-0625-004 -n
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HILTI HIT HY 150 Injection Adhesive Anchor t
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Oescription: It is a chernicol anchor system coosisting 6f Ic PERCENT LOAD VS. TEMPERATURE*
a hybrid adhesive and a threaded rod. 1he adhesive i,-� 120.D-%
identified as HIT HY 150. iijeciion dispensed from a i 0.1.0.%_
compressible side by side refit! pack through a
statIc-mixing nozzle. The threaded anchor rod used�ifi'
this approval are H)LTJ Super conforming with ASTM A193
Grade B7.
CL 20AX
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0 50 700 150 200 250 HILTI, INC.
PO BOX 21148
ALLOWABLE LOA DEGREES F' TULSA, OK 7412t
ANCHOR EMBEDMENT 3000 PSICONCRETE GROUTED DAU
SIZE DEPTH SHEAR TFENSION SHEAR TENSION The percent Jacd is baaed upon tood at the cantrd temperature of 70'R z
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m H)LTl HIT HY 160
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3/4" 6-5�8" ADHESIVE ANCHOR
8390 10168
7) Anchor installation she)) be made in accordance with
Hilti's published Installation instructions in the Product
Technical Guide.
2) Adhesive performance is affected by the temperature REVIS14N DATE--
1) In order to ochieve the allowable food, a mininium of the environment. See curve in order to o4just CATE. *.1-12-98
allowoble loads. DRAWING 543-002-6
edge distance of 1.5 E and a minimum spocing of SCALF: 1. . 1.
1.0 E sha)l be observed. -E` equal to embedment. SHEET NO. I U" I
2) Abowoble loadz are equal to ultimate load divided by 4- FOR OFRCE USE
3) Concrete block grout shall huve o compressive strength
4) Anchors used are threaded rods complying with ASTM WWJS RMS XlLara CM
A193 Grade 137.
MILAN UK MWUME Ma
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