estado del arte de concreto

ACI 363R-92
(Reapproved 1997)

State-of-the-Art Report on High-Strength Concrete
Reported by ACI Committee 363
Henry G. Russell
Chairman
Arthur R. Anderson
Jack O. Banning
Irwin G. Cantor*
Ramon L. Carrasquillo*
James E. Cook
Gregory C. Frantz
Weston T. Hester

l

Jaime Moreno
Secretary
Anthony N. Kojundic
Brian R. Mastin*
William C. Moore
Arthur H. Nilson*
William F.Perenchio
Francis J. Principe

Kenneth L Saucier*
Surendra P. Shah*
J. Craig Williams*
John Wolsiefer, Sr.
J. Francis Young
Paul Zia

Members responsible for individual chapters

ACI Committee 363 Members Balloting 1992 Revisions
William F. Perenchio
Secretary

Kenneth L Saucier
Chairman
Pierre Claude Aitcin
F. David Anderson
Claude Bedard
Roger W. Black
Irwin G. Cantor
Ramon L.Carrasquillo
Judith A. Castello
James E. Cook
Kingsley D. Drake
Gregory C. Frantz
Thomas G. Guennewig

Weston T. Hester+
Nathan L Howard
Anthony N. Kojundic
Mark D. Luther
Heshem Marzouk
Brian R. Mastin
William C. Moore
Jaime Moreno
Arthur H. Nilson
Clifford R. Ohwiler

Currently available information about high-strength concrete is summarized. Topics discussed include selectionof materials, concrete mix proportioning, batching miring, transporting placing, control procedures,
concrete properties, structural design, economics, and applications. A
bibliography is included.

Chapter l-Introduction, pg. 363R-2

1.l-Historical background
1.2-Committee objectives

Keywords: bibliographies; bridges (structures); buildings; conveying;
economics; high-strengthconcretes; mechanical properties; mixing; mix
proportioning; placing; quality control; raw materials; reviews; structural design.

ACI Committee Reports, Guides, Standard Practices,
and Commentaries are intended for guidance in designing, planning, executing, or inspecting construction and
in preparing specifications. Reference to these documents shall not be made in the Project Documents. If
itemsfound in these documents are desired to be part
of the Project Documents, they should be phrased in
mandatory language and incorporated into the Project
Documents.

Henry G. Russell
Michael T. Russell
Surendra P. Shah
Bryce P. Simons
Ava Szypula
Dean J. White, II
J. Craig Williams
John T. Wolsiefer
Francis J. Young
Paul Zia

Chapter 2-Selection of materials, pg. 363R-32.1-Introduction
2.2-Cements
2.3-Chemical admixtures
2.4-Mineral admixtures and slag cement

c 1992, American Concrete Institute.
Copyright O
All rights reserved including rights of reproduction and use in any form or by
any means, including the making of copies by any photo process, or by any electronic or mechanical device, printed or written or oral, or recording for sound or
visualreproduction or for use in any knowledge or retrieval system or device,
unless permission in writing is obtained from the copyright proprietors.
363R-1

363R-2

ACI COMMITTEE REPORT

2.5-Aggregates
2.6-Water
2.7-Cited references
Chapter 3-Concrete mix proportions, pg. 363R-8

3.1-Introduction
3.2-Strength required
3.3-Test age
3.4-Water-cement ratio or water-cementitious ratio
3.5-Cementcontent
3.6-Aggregate proportions
3.7-Proportioning with admixtures
3.8-Workability
3.9-Trial batches
3.10-Cited references
Chapter 4-Batching, mixing, transporting, placing,
curing, and control procedures, pg. 363R-16

4.1-Introduction
4.2-Batching

7.2-Cost studies
7.3-Case histories
7.4-Other studies
7.5-Selection of materials
7.6-Quality control
7.7-Areas of application7.4-Conclusion
7.9-Cited references
Chapter 8-Applications, pg. 363R-44

8.1-Introduction
8.2-Buildings
8.3-Bridges
8.4-Special applications
8.5-Potential applications
8.6-Cited references
Chapter 9-Summary, pg. 363R-48
Chapter 10-References, pg. 363R-49

4.3-Mixing

4.4-Transporting
4.5-Placing procedures
4.6-Curing
4.7-Quality assurance
4.8-Quality control procedures
4.9-Strength...