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Vertical Concrete Slipforming Scholer-Peterson Concrete Conference February 12 Kansas State University by Fred J. Fairchild, P.E. Department of Grain Science and Industry Kansas State University
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Applicable Codes ACI-318 ACI-313
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Slipform Form ja Yoke Form Walls
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Slipform Form ja Form Walls 3’-6”
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Slipform Form ja Jack Rod Jack
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Slipform Form ja Chamfer Strips
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Jacks and Yokes Jack Capacities: 3 Ton 6 Ton 22 Ton Yoke Spacing: 3-4 Ft. Apart Concrete Placed in 6-8” lifts Continuous Pour 24 hours/day
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Round Bins/Structures
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Individual Yoke w/ Jack
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Multiple Wall Plan
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8 - 22 Ton Jack Locations
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Multi Wall Yoking Delta Yoke Cross Yoke Standard Yoke
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Overhead Beam Structure
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Overhead Structure 22 Ton Jack
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Slipform Deck
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Slipform Processing Plant
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Wall Beams Under Deck
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KSU FLOUR MILL CONSTRUCTION
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PREPARING THE SITE September 14, 2005
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FORMING FOUNDATION Sept 22, 2005
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POURING FOUNDATION October 4, 2005 42” Thick 809 Yards of Concrete 66 Tons of Reinforcement
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BUILDING SLIP FORMS
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SLIPPING THE WALLS First Pour 8:00AM Monday, October 31, 2005
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SLIPPING THE WALLS 9 Ft. High 7:00PM Monday, October 31, 2005
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SLIPPING THE WALLS 19 Ft. High 8:00AM Tuesday, November 1, 2005
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SLIPPING THE WALLS 29 Ft. High 7:00PM Tuesday, November 1, 2005
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SLIPPING THE WALLS 39 Ft. High 8:00AM Wednesday, November 2, 2005
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SLIPPING THE WALLS 50 Ft. High 7:00PM Wednesday, November 2, 2005
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SLIPPING THE WALLS 61 Ft. High 8:00AM Thursday, November 3, 2005
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WALLS FINISHED 72 Ft. High 7:00PM Thursday, November 3, 2005
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WALLS FINISHED Continuous Pour 83 Hours 1406 Yards of Concrete 92 Tons of Reinforcement
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INSIDE THE WALLS
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FORMING THE FLOORS
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POURING THE FLOORS
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FORMING ROOF DECK
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POURING THE ROOF
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POURING THE FLOORS 5 Floors and Roof 100 Yards of Concrete Each Floor Last Pour (Roof) February 3, 2006
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FINISHING ROOF POUR
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Questions ?
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Thank You
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