SINGLE CELL STRIP SEAL JOINT SYSTEMS
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1 SINGLE CELL STRIP SEAL JOINT SYSTEMS Hot Roll Edge Beams Roll Form Edge Beams Neoprene Seals Rail Expansion Joints 1
2 Standard Robek Strip Seal Glands NEOPRENE SEALS LS2 LS3 LS4 LS Standard Strip Seal Glands Z-60 Z-80 Z-100 Z-120 Cellular Strip Seal Glands ZC-60 ZC-80 ZC-100 ZC-120 2
3 A3.500 DESIGN Standard Retainer Lip for Edge Beam Standard A3.500 Edge Beam Centroid
4 A3.500 Edge Beam with Studs A3.500 DESIGN Ø centers end welded A3.500 Edge Beam with Loop Anchors Plate 4
5 PV2810 DESIGN Standard PV2810 Edge Beam PV2810 Edge Beam with Loop Anchors or Studs 4" (50 mm) M.R. neoprene gland part no. LS x lg. studs O.C plate 5
6 Standard A Edge Beam A5.500 DESIGN Modified Strip Seal Joint R88.9 6
7 A8.750 DESIGN Standard A8.750 Edge Beam A8.750 Edge Beam with Loop Anchors or Studs Ø x centers 12.7 plate centers 7
8 Modified A3.500 Edge Beam MODIFIED A3.500 DESIGN TechStar Bent Plate Edge Beam R R
9 ROLL FORM SHAPES TRS Steel Profiles TRS-50 TRS-125 TRS TRS-175 with Snow Plow Plate Anchor and Stud Anchors
10 Shallow Blockouts ROLL FORM SHAPES Z-120 seal TRS-50 rail Shipping Angles A36 anchor plates TRS-50 rail Z-80 seal
11 AUSTRALIA SYSTEM TRS 50 Australia Standard Design 63.5 Ø 12.7 x 305 anchor, bent o.c. TechStar TRS edge beam (ASTM A607, GR. 50) Ø Ø 32 Plan View
12 BOLT DOWN JOINT SYSTEM Bolt Down Joint System Angle 89 x 89 x Stud anchors Neoprene seal Top clamp plate 64 x 19 Countersunk screw End plate 19 x Typ
13 RAILWAY BRIDGE EXPANSION JOINT Taiwan High Speed Rail Project Expansion Joint Type A (Buried Joint) 70 x 70 x 10 steel plate Ø 22 hole Ø 30 hole 120 x 20 joint length neoprene strip Bituminous refill Ø 51 steel pipe 70 x 70 x 20 neoprene CL 350 x 25 cover plate 175 x 30 steel plate 60 x 15 continuous cavity Bituminous refill 10 x 20 chamfer Ø 20 hole Waterproofing system Mortar bed TechStar elastomeric W-seal W300 2nd stage concrete Ø 20 x 350 threaded rod 400 with nut and jam nut 50 Ø 20 x 350 threaded rod 400 with nut and jam nut 13
14 RAILWAY BRIDGE EXPANSION JOINT Taiwan High Speed Rail Project Expansion Joint Type B (Open Type) Top of sleeper L C L 52 Elastomer with U.V. protection Steel springs S Varies PL 20 (Stiffner PL) Elastomeric apron flashing Anchor bolt Expansion length < to to 375 >375 L S
15 QUEBEC SYSTEM Expansion Joint Elevation Typical Road Section Z-80 seal TRS-125 rail Snow-plow deflector plate Typical Curb Section Drainage hole Connection Detail 15
16 TAIWAN SYSTEM TRS 125 Taiwan Standard Design Varies from TRS-125 rail Z-80 seal
17 CALIFORNIA SYSTEM Strip Seal Expansion Joint 50 recess = M = M 16 Ø x 203 lg. hd. stud o.c M 11.7 M clear roadway M edge beam M edge beam 60 0'0" 225 Shop splice Slope = abut 4 94W connector 225 edge beam Typical Blockout 16 Ø x 203 lg. hd. stud o.c. 100 M.R. neoprene seal (field installed) A 59 TechStar A3.500 shape min. typ. 305 min. typ. Reinforcing as specified by bridge representative or contractor 17
18 * Joint System Structural Analysis Report Vertical Load TECHNICAL REPORT This report analyzes the TechStar A3.502 edge beam and the stud type anchorage used in both modular and strip seal style expansion joints to retain the sealing element. The cantilever portion of the edge beam that is directly loaded by truck tires will be examined as to the structural capacity to withstand vehicular impact loads. The stud anchor and concrete stress will also be examined. The design vertical load is applied from the rear tire load of a HS20-44 truck. In AASHTO Division I, Section 3.30 TIRE CONTACT AREA, the factor of 0.01P equates to 100 psi tire pressure. This report will use an impact factor of 100%, so the effective tire pressure is 200 psi. M A = (wl 2 /2) x 1" sect + (200 psi) x 3"/2 x (1.000 inch) x 1" sect = (200 psi) x (1.000 in) 2 /2 x 1" sect pound-inch = = pound-inch Joints 532 Sutton Place, Findlay, Ohio Telephone: , Fax: STRUCTURAL ANALYSIS OF TECHSTAR'S "A3.500" EXPANSION JOINT FOR CALIFORNIA Prepared by: Byron B. Brown, P.E. TechStar Inc. 532 Sutton Place Findlay, Ohio * STATE OF OHIO BYRON B. BROWN P R O FES S I O N A L E REGISTERED I N E E R E N G March 6, 1998 Revised June 4, 1998 Bearings S=bh 2 /6 = (1" section width) x (0.500 in) 2 /6 = inch 3 ó = M/S = (400.0 pd - in)/ inch 3 = 9,600.0 psi The allowable bending stress for 50 ksi steel = 27,000 psi The Factor of Safety = 27,000/9,600.0 = Cantilever Load Secondly, this report will examine the portion of the cantilever of the A3.502 shape that is 1" thick. This area is 1.500" wide. Take moments about point B. M B = (wl 2 /2) x 1" sect + (200 psi) x 3"/2 x (1.500 inch) x 1" sect =(1") x (200 psi) x (1.500 in) 2 / pound-inch = = pound-inch S=bh 2 /6 = (1" section width) x (1.000 in) 2 /6 = inch 3 Ó = M/S = (675.0 pd - in)/ inch 3 = 4,050.0 psi The allowable bending stress for 50 ksi steel = 27,000 psi The Factor of Safety = 27,000/4,050.0 =
19 TECHNICAL REPORT Adequacy of Stud Anchor To check the adequacy of the stud anchor, moments must be taken about Point C. The entire 2" wide top surface of the A3.500 shape is loaded by the truck tire. The vertical leg of the edge retainer is assumed to be rigid. The top of the stud is kept 2" below the surface of the concrete deck. The studs are spaced at 4 1 /2" centers, so the length of the section examined will be 4 1 /2". ÓM C =wl 2 /2 x 4 1 /2" psi x 3"/2 x 4 1 /2" x 2" = F STUD x 11 /16" = 200 psi x (2 in) 2 /2 x 4 1 /2" + 2,700.0 = F STUD x 11 /16" = 1, ,700.0 = 4,500.0 pound-inch = F STUD x 11 /16" F STUD = 6, pounds Ó STUD =F STUD / A = 6, pounds/( x ( 5 /8") 2 /4) = 21, psi The allowable stress for A572, GR 50 steel = 27,000 psi The Factor of Safety = 27,000/21, = 1.27 Resistance of Anchor to Shear The stud anchor must also be check for resistance to shear. The entire 2" wide top surface of the A3.500 shape is loaded by the truck tire. The studs are spaced at 4 1 /2" centers, so the length of the section examined will be 4 1 /2". Ó Forces in the vertical direction = 200 psi x 2 x 4 1 /2" psi x 3"/2 X 4 1 /2" = F STUD 1, , = 3, psi = F STUD Ó STUD =F STUD / A = 3, pounds/( x ( 5 /8") 2 /4) = 10,267.4 psi The allowable shear for A572 steel =.33 x 50,000 psi = 16,500 psi The Factor of Safety = 16,500/10, = 1.61 In Conclusion Finally the concrete must be checked to prove that it can resist the pull-out force on the stud. To eliminate the application of tension to the concrete, the anchor stud is extended into the reinforcing steel cage. A continuous reinforcing steel bar is positioned at the head of the stud (See attached drawing.). The steel bar is wire tied to the stud anchor. After the concrete encapsulates the anchor stud and the reinforcing steel, the tension in the stud is translated directly into the reinforcing steel. The concrete itself does not resist the pull-out force in the stud anchor. 19
20 APPROVED PRODUCTS California, Florida, New York, Ohio, Michigan, West Virginia, South Carolina, Missouri, Oregon, Quebec, British Columbia, China, Taiwan, Korea, Thailand, Singapore, Laos PDR, Indonesia, Panama, Mexico Strip Seal Assemblies California, Florida, Ohio, Tennessee, North Carolina, South Carolina, Illinois, New York, Minnesota, Iowa, New Hampshire, Colorado, Oregon, Taiwan, China, Korea, Vietnam, Indonesia, India Modular Joint Assemblies Oregon, Florida, Missouri, North Carolina, Ohio, Illinois, Kentucky, New York, Arizona, South Carolina, Taiwan, China, Korea, Thailand, Indonesia, India Pot/Disc Bearings California, Idaho, Pennsylvania, Oregon, Georgia, Missouri, Washington, Taiwan, Korea, Indonesia Lock Up Devices 20 D.S. TechStar, Inc West Main Cross Street Findlay, Ohio, USA Tel: Fax:
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