What is Dsi Post Tensioning Bars 15 20 25 32 36 40 50 63 5mm Post Tensioning Products Yidao manufacturers amp suppliers on Video Channel of Made in China com
2015 12 31 nbsp 0183 32 Jack Selection Chart Bar Diameter mmCapacity Stroke Weight 16 20 25 28 32 40 50 63 5 100kN 150mm 15kg 140kN 150mm 15kg 300kN 50mm 21kg 300kN 150mm 36kg 600kN 50mm 37kg 1100kN 50mm 46kg 1500kN 180mm 50kg 2000kN 250mm 180kg NominalDiameter Steel Grade Dim A Dim B mm N mm2 mm mm A B
100 000 lbs 445 kN 2 67 lbs ft 3 98 kg m Also available hot dip galvanized to ASTM A123 and CSA G164 specifications All mechanical and physical properties in accordance with ASTM A615 92b and CSA G30 18M 92 specifications Threadbar is left hand LH thread only unless otherwise noted Right hand RH thread
D15 20 25 32 36 40 50 mm post tensioning system threaded bar nut coupler plate pipe You can get more details about from mobile site on m alibaba com 600 00 Min Order 1 Ton 590 00 100 999 Tons 580 00 ≥1000 Tons D15 20 25 32 36 40 50 mm post tensioning system threaded bar nut coupler plate pipe Trade Assurance Built in order protection service in
DYWIDAG Post Tensioning System incorporated into Korea s largest bridge construction project DYWIDAG Post Tensioning System incorporated into Korea s
Article No 216 mm Steel Grade Max Load kN Working Load kN Weight kg m 15 F 0105 15 17 St 900 1100 195 90 1 44 26 WR 0105 26 5 30 St 950 1050 580 300 4 50
2011 05 16 nbsp 0183 32 Nominal Bar Diameter Steel Area A s Yield Load P y f y A s Ult Load P u f A Nominal Wt Max Bar 216 Across Ribs Mill length Direction of Thread ksi in in in2 kips kips lbs ft in ft L or R 130 160 ksi Hot Rolled THREADBAR 174 Form Ties Post Tensioning Ground Anchors 5 8 5 8 quot 0 27 35 7 43 6 0 99 0 693 19 3 R 3 4 3 4 quot 0 49 63 4 77 5 1 74 0 900 39 R 120 150 ksi
DYWI 174 Drill Hollow Bar System DYWIDAG Tie Rods DYWIDAG Equipment Hulk Earth Anchors Rock and Roof Bolts Tunneling Products amp Systems CT Bolt DCP Bolt 310 kN DCP Bolt 579kN DYWI 174 Drill DYWI 174 Drill Hollow Bar System Pre Support AT Pipe Umbrella System AT Pipe Umbrella Automation Passive Support Lattice Girders Steel Arch Support
DSI supplies Post Tensioning Systems for trend setting Design Construction of Audi s new DesignCenter DSI supplies Post Tensioning Systems for trend setting Design Construction of Audi s new DesignCenter DSI supplies Post Tensioning Systems for trend setting Design Construction of Audi s new DesignCenter
Post Tensioning in a Confined Space Tendons supplied by DSI stabilize new Test Bench at TU Graz Post Tensioning in a Confined Space Tendons supplied
Application Grade 950 PT bar Post tensioning Bar normally use for soil nailing rock bolts formwork ground anchors bridge highway railway etc Fast Delivery for Post Tesoining Bar We have all series of Prestressing Steel Sophia Wang Nob No 0086 185 2252 9216 Email sophia at tjgtqc com
Post tensioning bar tendons page 5 20 30 40 45 50 55 D mm 25 32 38 45 50 58 Weight kg 2 20 4 50 7 70 11 00 15 00 24 00 Spherical nut Nominal Diameter 18 26 5 32 36 40 47 8 FITTINGS MK Y1050 Note The couplers could be supplied with or without stopper MM18MEDSReference MM26MEDS MM32MEDS MM36MEDS MM40MEDS MM47MEDS
26 5 32 36 40 50 37 50 75 10 110x125 35 34 110x125 35 34 41 56 80 10 125x125 35 40 125x125 35 40 46 62 90 10 140x160 40 44 140x160 40 44 55 65 95 10 160x160 40 50 160x160 40 50 71 90 125 15 200x200 45 60 200x200 45 60 Nominal bar diameter mm You can order all the products presented in the above table on www freyssibar com
Post Tensioning Details for Long Span Concrete Bridges of the bar system provides an additional advantage for these shorter tendons Nonetheless the economic pressure to use a smaller number of larger multi ple strand tendons for the longitudinal post tensioning of segmental bridges has resulted in the use of anchorage types which can be used in smaller
Slope Plate Article No 15 F 1026 15 F 1030 20 F 1030 Bar mm 15 15 20 Plate mm 120 x 120 120 130 Height Hex Articulation mm 65 27 65 27 85 36 max 15 max 5 max 10 Weight kg pc 1 10 1 00 1 52 Galvanized for inclined Formwork 15 F 1026 15 F 1030 Cast 20 F 1030 Forged 15 F 1026 and 20 F 1030 for use with steel chords
DSI Post Tensioning Bars 15 20 25 32 36 40 50 63 5mm Find Details about Vsl Post Tensioning Bars Grade 150 Threaded Bar from DSI Post Tensioning Bars 15
DYWIDAG Post Tensioning Systems – Reliability and a long Service Life for your Project For decades we have been your competent contact for bridge in Post Tensioning
D15 20 25 32 36 40 50 mm post tensioning system threaded bar nut coupler plate pipe US 580 600 Ton ASTM GB HRB500 12M Source from Weiterui Tianjin International Trade Co Ltd on Alibaba com
DSI Post Tensioning Loop Tendon resolves contractor s one end access dilemma DSI Post Tensioning Loop Tendon resolves contractor s one end access dile
Fax 32 16 60 77 66 e mail info dywidag be www dywidag systems com France dsi Art 233 on sAs Avenue du bicentenaire zi dagneux bp 50053 01122 montluel Cedex France phone 33 4 78 79 27 82 Fax 33 4 78 79 01 56 e mail dsi france dywidag fr www dywidag systems fr Germany dywidAg systems international schuetzenstrasse 20 14641 nauen germany
2014 08 15 nbsp 0183 32 August 15 2014 DSI Surrey BC STEEL GRADE Lineal f y f u P Nominal Bar Diameter Steel Area A s Yield Load y f A s Ultimate Load P u f u s Weight Max Bar 216 Across Ribs Mill Length Direction of Thread MPa mm mm2 kN kN kg m mm m L R 900 1100 MPa Hot Rolled Threadbar Form Ties Post Tensioning Ground Anchors 15 5 8 quot 177 159 195 1 44
2015 11 17 nbsp 0183 32 DYWIDAG Post Tensioning Systems Multistrand Systems Bar Systems Repair and Strengthening New Victory Bridge Perth Amboy NJ DYWIDAG Post Tensioning Systems are world renowned
DYWIDAG Bar Post Tensioning Tendons for Elevated Train in S 227 o Paulo DYWIDAG Bar Post Tensioning Tendons for Elevated Train in S 227 o Paulo DYWIDAG Bar Po
103 4 273 103 4 273 41 2 114 3 15 32 88 3 9 32 83 7 5 7 16 138 51 4 134 37 8 98 4 31 4 82 5 6 152 4 5 127 N A N A N A N A Fatigue strength Relaxation is defined as the loss of prestress load in a post tensioning steel subjected to a specified initial stress while maintaining the length and the temperature constant
By the first and second prestressing force the hoop tensions were reduced to 29 348 at the node 23 and 36 552 at the node 25 The change of the first and second prestressing force by the third prestressing force were 1 484 increment at the node 23 and 8 686 loss at the node 25 By the first second and third prestressing force the hoop tensions were reduced to
prototype DYWIDAG Post Tensioning System using bars was the Alsleben Germany arch bridge in 1927 From that time on DYWIDAG has continu ously improved its systems to keep up with the growing demand of modern construction technology DYWIDAG Systems International DSI offers a complete product line in strand and bar post tensioning bonded unbonded
20 322 2 57 22 0 24 25 530 4 17 4 2 28 9 31 26 5 572 4 49 30 4 33 32 847 6 65 6 65 36 2 40 36 1075 8 44 40 2 44 40 1320 10 36 10 36 45 3 49 50 1963 15 66 15 66 54 8 59 75 4185 32 86 32 86 77 2 82 Millau Viaduct France Architect Fosters and Partners Contractor Eiffage Engineers Michel Virlogeux Bureau d 233 tudes Greisch Setec
2011 05 16 nbsp 0183 32 Bar 216 Across Ribs Mill length Direction of Thread MPa mm mm2 kN kN kg m mm m L or R 900 1100 MPa Hot Rolled THREADBAR 174 Form Ties Post Tensioning Ground Anchors 15 5 8 quot 177 159 194 1 50 17 6 5 9 R 20 3 4 quot 314 282 345 2 60 22 9 11 9 R 830 1035 MPa ASTM A722 except 3 quot 216 32 Hot Rolled THREADBAR 174 PT Ground Anchors Post Tensioning
DYWIDAG Bonded Post Tensioning Systems using Strands 2 Contents
2014 06 26 nbsp 0183 32 The standard range of nominal diameters is 26 5 32 36 40 and 50 mm Non standard diameter bars can be delivered on request The fabrication process provides a high quality thread ensuring good