Vertical Concrete Slipforming Scholer-Peterson Concrete Conference February 12 Kansas State University by Fred J. Fairchild, P.E. Department of Grain Science.

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Presentation transcript:

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

Applicable Codes ACI-318 ACI-313

Slipform Form ja Yoke Form Walls

Slipform Form ja Form Walls 3’-6”

Slipform Form ja Jack Rod Jack

Slipform Form ja Chamfer Strips

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

Round Bins/Structures

Individual Yoke w/ Jack

Multiple Wall Plan

Ton Jack Locations

Multi Wall Yoking Delta Yoke Cross Yoke Standard Yoke

Overhead Beam Structure

Overhead Structure 22 Ton Jack

Slipform Deck

Slipform Processing Plant

Wall Beams Under Deck

KSU FLOUR MILL CONSTRUCTION

PREPARING THE SITE September 14, 2005

FORMING FOUNDATION Sept 22, 2005

POURING FOUNDATION October 4, ” Thick 809 Yards of Concrete 66 Tons of Reinforcement

BUILDING SLIP FORMS

SLIPPING THE WALLS First Pour 8:00AM Monday, October 31, 2005

SLIPPING THE WALLS 9 Ft. High 7:00PM Monday, October 31, 2005

SLIPPING THE WALLS 19 Ft. High 8:00AM Tuesday, November 1, 2005

SLIPPING THE WALLS 29 Ft. High 7:00PM Tuesday, November 1, 2005

SLIPPING THE WALLS 39 Ft. High 8:00AM Wednesday, November 2, 2005

SLIPPING THE WALLS 50 Ft. High 7:00PM Wednesday, November 2, 2005

SLIPPING THE WALLS 61 Ft. High 8:00AM Thursday, November 3, 2005

WALLS FINISHED 72 Ft. High 7:00PM Thursday, November 3, 2005

WALLS FINISHED Continuous Pour 83 Hours 1406 Yards of Concrete 92 Tons of Reinforcement

INSIDE THE WALLS

FORMING THE FLOORS

POURING THE FLOORS

FORMING ROOF DECK

POURING THE ROOF

POURING THE FLOORS 5 Floors and Roof 100 Yards of Concrete Each Floor Last Pour (Roof) February 3, 2006

FINISHING ROOF POUR

Questions ?

Thank You