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ASTM Selected Technical Papers
Exterior Wall Systems: Glass and Concrete Technology, Design, and Construction
By
B Donaldson
B Donaldson
1
Tishman Research Corp.
,
New York, NY
;
editor
Search for other works by this author on:
ISBN-10:
0-8031-1424-9
ISBN:
978-0-8031-1424-1
No. of Pages:
221
Publisher:
ASTM International
Publication date:
1991

Durability, fire resistance, relatively low cost, and availability makes concrete a natural choice for wall construction. The insulating properties of concrete, however, greatly reduce its effectiveness. Concrete sandwich panels were developed in response to the need for more efficient concrete wall systems.

The first forms of sandwich walls used steel and/or concrete connections to hold two layers of concrete together with insulation sandwiched between. Steel and concrete traversing the insulation layer, however, can reduce the insulating value of a wall by 20 to 40% or more due to a phenomenon known as thermal bridging. A method for determining loss due to the thermal bridging has been developed by ASHRAE called the isothermal planes (series parallel) calculation method. A modern personal computer and spreadsheet can be used to easily perform these calculations.

Composite materials (reinforcing fibers and binding resins) developed for the aerospace industry have recently been adapted to take the place of steel and metal connections in concrete sandwich walls. The result is the ability to manufacture insulated concrete sandwich panels with no loss in thermal energy. The composite connections are stronger than steel, will not corrode, are flexible to withstand thermal cycling, and are cost competitive. Modern technology has provided concrete panel manufacturers with the ability to produce concrete panels that are almost 100% thermally efficient.

1.
NCMA-TEK No. 151,
technical bulletin
,
National Concrete Masonry Association
,
Herndon, VA
.
2.
Van Geem
,
M. G.
, “
Thermal Transmittance of Concrete Block Walls with Core Insulation
,”
Journal of Thermal Insulation
, Vol.
9
,
01
1986
.
3.
Larson
,
D. C.
and
Farouk
,
B.
, “
Thermal Performance of Insulated Wall Systems With Metal Studs
,”
Center for Insulation Technology, Drexel University
,
Philadelphia, PA
.
4.
Van Geem
,
M. G.
and
Shirley
,
S. T.
, “
Heat Transfer Characteristics of Insulated Concrete Sandwich Panel Walls
,” Report No. ORNL/Sub/79-42539/8,
Oak Ridge National Laboratory, Construction Technology Laboratories, Inc.
, Skokie, IL,
1987
.
5.
ASHRAE 1985 Fundamentals Handbook
,
ASHRAE
,
Atlanta, GA
, Chapter 33.
6.
Van Geem
,
M. G.
and
Shirley
,
S. T.
, “
Calculated Thermal Resistance of Insulated Concrete Sandwich Panel Walls
,” a report to
Amoco Foam Products Co.
, Atlanta GA,
Construction Technology Laboratories
, Skokie, IL,
7.
Strzepek
,
W. R.
, “
Overview of Physical Properties of Cellular Thermal Insulation
,”
Insulation Materials, Testing and Applications
, ASTM STP 1030,
McElroy
D. L.
and
Kimpflen
J. F.
, Eds.,
American Society for Testing and Materials
,
Philadelphia
,
1990
, pp. 121–140.
8.
Kosmatka
,
S. H.
and
Panarese
,
W. C.
, “
Design and Control of Concrete Mixtures
,”
Portland Cement Association
,
Skokie, IL
.
9.
Freeman
,
T. W.
, “
Life Cycle Cost Analysis: Cherryville, NC and Kinston, NC
,” calculations technical manager at
Dow Chemical's Granville Research Center
.
10.
Johal
,
L. S.
, “
Flexural Load Tests of Thermomass/Styrofoam Panels
,”
Construction Technology Laboratories Inc.
,
Skokie, IL
,
1984
.
11.
Wade
,
T.
,
Porter
,
M.
, and
Jacobs
,
D.
, “
Glass-Fiber Composite Connectors for Insulated Concrete Sandwich Walls
,”
Engineering Research Institute, Iowa State University
,
Ames, IA
,
03
1988
.
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