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TITAN Injection Anchors <br />technical <br />data sheet <br />Anchor/pile %pe <br />unit <br />TITAN <br />3Dnfi <br />TITAN <br />:11,11, <br />TITAN <br />r,16 <br />TITAN <br />:,7,/i1; <br />TITAN <br />73/53 <br />TITAN <br />103/7a <br />Nominal outside clam. <br />Min <br />30 <br />30 <br />40 <br />52 <br />73 <br />103 <br />Eltective outside diam. <br />mm <br />27.2 <br />26.2 <br />37.1 <br />48.6 <br />89.9 <br />Inside dam. <br />nun <br />16 <br />11 <br />16 <br />26 <br />53 <br />7a <br />Ultimade load <br />kN <br />220 <br />1 320 <br />660 <br />929 <br />1160 <br />1950 <br />Yield at Wicket, <br />kN <br />180 <br />260 <br />525 <br />730 <br />970 <br />1570 <br />Yield rdres.n 7 . <br />N/mni <br />410 <br />580 <br />590 <br />t no <br />a70 <br />n00 <br />Cross section (A) <br />mm' <br />382 <br />446 <br />879 <br />1337 <br />1631 <br />3146 <br />Allay. shear fame (Of <br />kN <br />58 <br />88 <br />164 <br />:1 :0 <br />379 <br />!,Afr <br />Allow. shear stress <br />N/mm <br />180 <br />230 <br />200 <br />200 <br />200 <br />180 <br />Nloment of inette <br />Cn, <br />2,57 <br />2,24 <br />8.98 <br />25.6 <br />78,5 <br />317 <br />Plastic moment of resistant¢ <br />cm' <br />2,67 <br />2,18 <br />7,83 <br />16,44 <br />32.1 <br />89.6 <br />Weight <br />kgm <br />3.0 <br />3.5 <br />6.9 <br />10,5 <br />'2,8 <br />24,7 <br />1laend left hand / light luaat <br />— <br />left <br />left <br />left <br />rigor <br />right <br />right <br />lengths <br />m <br />4 <br />2.3, 4 <br />3 <br />9 <br />3 <br />3 <br />The ultimate lead and the load at yield (or the corresponding load which occurs at a constant elongation of <br />0,2%) was tested by MPA, (the material testing institute or the state of Northrhine Weslfalia. Dortmund/Ger- <br />many). This also applies to the cross sections. Above figures are valid for INOX anchors as well. <br />The stresses mentioned were calculated from the load and cross section values of MPA. <br />Load Misplacement diagram of 7 m long grouted piles. <br />both were tested in the same area in silty sand (SPT 20) <br />Composite pile (steel rod 40 mm o) filled with grout at low pressures compared to <br />TITAN 73/53 pile with flushing grout at a W/C ratio of approx. 0,7 and final grout at a <br />W/C ratio of approx 0,4, grouting pressure: 60 Bars. <br />2D <br />Fc pug out force <br />F. pug out force <br />IB <br />t <br />16 <br />14- <br />— <br />°— <br />constant <br />dc!omlatron <br />earnmwrn: <br />• m , te' " 2l4A in, ' 61i - 0.155„r 1 .N S76 bi - • Nnnh IA} Cn(a - 16Jt - '45 01, - i hen - i0.4P gHY: 1 .y 7 --<3 l: - ❑- 0.7. IL'i 5 <br />