ACI 372R
Design and Construction of Circular Wire- and Strand- Wrapped Prestressed Concrete Structures
| Organization: | ACI |
| Publication Date: | 1 September 2003 |
| Status: | inactive |
| Page Count: | 28 |
scope:
The recommendations supplement the general requirements for reinforced concrete and prestressed concrete design and construction given in AC1 318-99, AC1 350-01, and AC1 301. Design and construction recommendations cover the following elements or components of circularwrapped prestressed concrete structures:
I. Floors
Reinforced concrete
II. Floor-wall connections
Hinged;
Fixed;
Partially fixed;
Unrestrained; and
Changing restraint.
III. Walls
Cast-in-place concrete walls with steel diaphragms or vertical prestressing;
Shotcrete walls with steel diaphragms; and
Precast concrete wails with steel diaphragms.
IV. Wall-roof connections
Hinged;
Fixed;
Partially fixed; and
Unrestrained.
V. Roofs
Concrete dome roofs with prestressed dome ring, constructed with cast-in-place concrete, shotcrete, or precast concrete; and
Flat concrete roofs.
VI. Wall and dome ring prestressing systems
Circumferential prestressing using wrapped wire or strand systems; and
Vertical prestressing using single or multiple highstrength strands, bars, or wires.
Objective
This report provides guidance for individuals responsible for the design and construction of circular prestressed concrete structures by recommending practices used in successful structures.
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