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, ,-,_.:IT+T.�`_;`___ __.._____.._ --.... _.__, ___�___ ...__�______,__.___.,.._..._ _., . r <br /> HDt-P Drop-in Anchor 3.3.18 <br /> �.3.18.1 Produc# Description 3.3.10.1 P�oau�t o�so�Pc�or, <br /> ; 3.3.10.2 Material Specifications <br /> The Hilti HDl-P Drop-!n anchor is an Guide Specifications <br /> internally threaded,f(ush maunted 3.3.1 d.3 Technical Data <br /> � Expansion Anchor Expansion anchors <br /> expansion anchor for solid and sha0 be fEush or shel)type and zine 3.3.10.4 Inskallation Instruc#ions <br /> iallow concrete. plated in accardance with ASTM B633, 3.3.10.5 Ordering information <br /> Product Features SC 1,Type lll. Anchors shaU be Hilti <br /> • Optimized anchor length to allow �d�-P anchors as supplied by Hilti. <br /> reliable fastenings in ho!!ow core �nstallatian Install shell or fiush type <br /> panels,precast plank and post �I <br /> anchars in holes drilled with Hilti <br /> tensioned slabs �: ��. <br /> • Shallaw drilling enables fast <br /> carbide tipped drill bits.lnstall anchors E �' <br /> installation in accordance with manufacturer's ��` <br /> • Lip provides f(ush insta!latian, instructions. �� <br /> consistent anchor depth and easy " <br /> rod alignment <br /> • Setting toal leaves mark on flange <br /> when anchor is set properly to <br /> enabla inspection and verificatian <br /> of proper expansion <br /> 3.3,10.2 Material �pecificatians <br /> I he HDI-P is manufactured from mild carbon steel,which is zinc plated for <br /> corrosion protection in accordance with AS7M B633,SC 1,Type(!! <br /> �3.3.70.3 Technical Data <br /> �able 1 -HDI»P Loads in Narmal-Weigh#Concrete and Haltow Gore Concrete Panels <br /> Ultimate Loads,Ib(kN) Allowable Loads,Ib(kN)' <br /> 8it 4000 psi Goncrete Holtow Gore'2 4D00 psi Concrete Hollow Gare1z <br /> Length Size ��7.8 Mpa) (27.6 Mpa) <br /> Desc. in.(mm) in. Tension Shear Tension Shear Tension Shear Tension Shear <br /> Hdl-P tjA Sj8 {15.9) 3J8 1,430 {6.4) 1,870 {8.3) 7,550 (6.9j 2,275 {10.1) 285 {1.3) 375 {1.7} 310 {1.4) 455 {2.0} <br /> HDI-P3/8 3/4 (19.1) 1/2 1,900 ($.5) 3,000 (13.3) 2,100 (9.3) 4,000 (17.8) 380 (1� 600 (2.7) A20 (1.9) 800 (3.6) <br /> HDI-P 1J2 1 (25.4) 5f8 3,000 {13.3) 6,Q75 {27A) 3,11Q {13.8) 5,485 {24.5} 600 {2.7) 1215 (5.4} 620 {2.8} 1,Ip0 (4.9) <br /> �1 The Admissible Anchor Location must be established to prevent damage to the prestressed cable during the drilling process. Verify the location and <br /> height of the cable with the hollow core plank supplier to confirm Admissible Anchor Lacation. <br /> 2 Minimum compressive strength of ho(tow core panels is 7,fl00 psi at the time of installation. Tha minimum thickness"t"is't 3j8 inches. <br /> I3 Allowable loads calculated with a 5 to 1 factor-of-safety. <br /> Figure i -Ins#attation af HC?I-P in Ho[1ow Gare Cancrete <br /> ���{„'�•�Y•.`s�t �j3 ff�^j^.ar;{'�4F"q•{:i��. �����,��:N�•,��,�q '"",r Ci� <br /> �i.�� '��"`" (Sti!` 5�.;.:M����j��^r-��Y,+,i!,'iJ`�:;. .x��T�fJ����,s�n <br /> ����*.}�.�:} )��'*�';'°�'�� ���`'t t�( <br /> �:,�C�.� 'n'4�,,��-�' r���' <br /> i.�`'�;C `�`��' r"$'� <br /> ����� ����`�`�� '��C�� � <br /> x:tiA'..ri5- s6S.�� S�'�'�� <br /> ' f.:�x' ,>�;;"?C' � i 5. <br /> ��y;��`���, �.`�.�,€k'=c��'". � • •„Sr'i_> i <br /> 7 �# �`s°.� <br /> t.� '�P'".;LF f � ,�� � 1 <br /> j ( � ,.� 'j,��� f H Admissi6le Mchqr Location x)a,i��. <br /> "`�f"".•`� ?a�y`5.37�"�' --� "'�lr'l ;-3�'°�..� lltt�r <br /> 1 . <br /> Length 1" 5" t <br /> �3.3.70.5 Ordering Mnformation <br /> HD!-P Anchar Setting Toots for HDt-P Anchors <br /> IDescription Bit diameter Box Quantity Description <br /> NDI-P 1J4 3J8 - - iQ0 _ , HST-P 1l4 Hand Setting Too! . _ _ i <br /> HDI-P 3/8 1/2 100 HST-P 3/8 Hand Setting Tool <br /> HD!-P'!f2 5J8_ _ _54 HSD-G 3/8 Fland Setting Tool with I�and guard- - - � � <br /> HST-P 1/2 Hand Setting Tool <br /> -- - - - - _ _� -_ _:. -v__,_ -- -. - _ -- -.- -- -- -- _ --- -:- - - _� <br /> Hilti,Inc.(US)t-800-879-80D0 �www.uahiiti.com ! en espanot t-SOQ-879-5000 1 Hifti(Canada}Coep.1-800-363-A458 I www.hiki.ca t Anchor Fastening Technicai Guida 2011 3 <br /> 1 <br /> � I <br />