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TITAN Injection Anchors <br />Drilling equipment suitable for TITAN Injection Anchors <br />TITAN <br />30/11 <br />fxmlxnatfc drill hammers, with Imor hex 22 x 108 ('/," x 4"), Coll R 32 ! R 38 / T 38 <br />TITAN <br />30/16 <br />weight approx. 30 kg, lea hand rotary percussion, stroke max. 70 mm <br />TITAN <br />4016 <br />air -consumption approx. 6 m'/mn at 6 to 10 Bare, are rox 160 r.p.m. <br />e.g. Atlas Copco BBE 57-01: COP 1036: S&Iw CR 251: SIG PLB 291 A: Montabea T 285. Tanxock I4L 438 <br />aluminium mast, approx 60 kg, with hydraulic teed, e.g. Morath AK 35 <br />TITAN <br />30111 <br />hydraulic drilling machines %,Ih liner R 56 (27,1, C 64. H 65 <br />TITAN <br />20/16 <br />weight 240 to 400 kg, force of advance food on the mast approx 50 kN <br />TITAN <br />40116 <br />(for drilling through obstaces; a rock a percussion hammer heed Is reGuulred) <br />TITAN <br />52/26 <br />torque approx. 2.500 Nm, at approx. 120 r.p.rn., hydraulic supply 2 x 601tr/mIn at 123 Bar, splxox. 30 to 60 kw <br />TITAN <br />13M <br />e.g. Morelli HRG &VI00: Klemm 0.4053; 0-6012 A; Krupp f4B 28 A. HB 40 A; Casagr"xtdo D 21 <br />TITAN <br />103/78 <br />Suitable grouting pumps <br />TITAN <br />30111 <br />Turl?nmixer for cull.? dal mixtures, water supply control, storage tank 2401. <br />TITAN <br />30/16 <br />double plunger pump, max. 70 Bar, approx 35 Vmin. <br />TITAN <br />40/16 <br />e.g. Cherntech, Hany, Morelh MO 2 or MO 4. Obemnann VS 100 <br />TITAN <br />S2,R6 <br />TITAN 73/53 Grout Pura inn Station with water supply control, high speed turbo mixer. <br />TITAN 103/78 with bacMtlowoption, <br />storage tank 2401dors. double plunger pump approx. 100 Iltorsf rtin., adi. gmuting pressure upto 100 Bar <br />eg. Chamlach. Harry htiacto-Compact IC MU, Obarrnaml VS IOU, <br />Grout consumption <br />TITAN 111`71 <br />TITAN 3tV16 <br />approx. 20 kg+m fresh portlano cement 35 N/mm' <br />TITAN 40!16 <br />TITAN 52/26 <br />MAN TAN 71/53 <br />approx. 40 kglm fresh portlond cement 35 Worm' <br />TITAN 103/78 <br />Sample calculations <br />of the surface friction of the TITAN Injection Anchors <br />in gravel 200 to 250 kN/m' in sand 150 kN/m' in cohesive soil 100 kN/m' <br />The diameter (D) of the grout body (pile diameter) is <br />calculated <br />D - 2 x diameter of drill bit <br />Example TITAN 30/11 with crOss-ctlt drill bit 75 mm o <br />in sand <br />D=2x75-150mm(0,15m) <br />limil of surface friction F, of the grout body <br />Fx=r,x0,15onx150kN=70kN/m <br />Additional testing may be required for working with <br />self-drillinq injection bore anchors; and -piles for the <br />following sail conditions: <br />loam and clay <br />with an angle of repose incl. cohesion of < 30` <br />with a shear strenght C. < 10 kN/m' <br />at a standard penetration test < 20 SPT <br />6 emrmvem: <br />I.-4aV-21.4,rn ICT'.-C,IId„ Ifl-:14!. mr. 1WrnK.. lx$xsiia - flo, u,S F'i IhY:T' ?O cd iLalY IhY'�•?S hr. - rNm-C.T71u 11 <br />