ARCHIVE CONTENT
This article was originally published in the September/October 1999 issue of Home Energy Magazine. Some formatting inconsistencies may be evident in older archive content.
 Back to Contents Page  Home Energy Index  About Home Energy 
Home Energy Magazine Online September/October 1999New Value for HighMass Wallsby Jan Kosny Jan Kosny is a staff scientist at the Buildings Technology Center, Oak Ridge National Laboratory Calculating the heating and cooling needs of houses built with highmass walls has never been straightforward. Rvalues tend to misrepresent the thermal performance of these building envelope systems. Now, a revised Rvalue simplifies such calculations.
To show the benefit of these assemblies, thermalperformance analysis must properly reflect the effects of thermal insulation and mass distribution inside the wall. Application of the recently developed equivalentwall theory led to the development of a new analytical matrix of a highmass wall's energy performance. We are calling it dynamic benefit for massive systems (DBMS). The thermal mass benefit is a function of the material configuration, building type, and climate conditions, since highmass walls are of greatest benefit in climates with large diurnal swings in temperature. DBMS values are obtained by comparing the energy performance of a onestory ranch house built with lightweight wood frame walls to the energy performance of the same house built with exterior massive walls. The product of DBMS and steadystate Rvalue is called an Rvalue equivalent for massive systems. This Rvalue equivalent does not have a physical meaning. It should be understood only as an answer to the question What wall Rvalue should a house with wood frame walls have to obtain the same spaceheating and cooling loads as a similar house containing massive walls? We analyzed the dynamic thermal performances of more than 20 multilayer and homogenous wall material configurations using thermalperformance comparisons of massive walls and lightweight wood frame walls. A onestory ranch house was used for these comparisons, which we performed using DOE2.1E, a wholebuilding energy computer code. The evaluation of the dynamic thermal performance of these massive wall systems combined experimental and theoretical analysis. The theoretical analysis was based on dynamic threedimensional finite difference simulations and wholebuilding energy computer modeling. Dynamic hotbox tests served to calibrate the computer models, and to estimate the steadystate Rvalue and the dynamic characteristics of the wall (see General Procedures). Interior Concrete Insulates Best Simple multilayer walls without thermal bridges are accurately described by onedimensional models. Because DOE2 can simulate these walls without compromising their accuracy, dynamic hotbox tests were not performed on them except for one example. A wall constructed with a foam core and two equally thick concrete layers, one on each side, was tested in the hot box. Experimental results collected from this test were used to calibrate the computer model for the other simple multilayer walls analyzed in this section. The same material data were used for all of these wall configurations. Dynamic modeling was performed for six U.S. locations: Atlanta, Denver, Miami, Minneapolis, Phoenix, and Washington, D.C.Six combinations of wall materials that yielded highmass walls with an Rvalue of 17 are depicted in Figure 1. Changing the thicknesses of insulation and concrete layers generated another thirteen walls. These were grouped according to their respective Rvalues, which ranged from 5 to 13. These walls represent the main wall material configurations that can be used to approximate most nonuniform massive walls. Each of the 19 walls we analyzed fall into one of four groups of wall material configurations:
The most favorable location for massive wall systems is Phoenix. The worst location for these systems is Minneapolis. Different proportions in wall mass or insulation distribution result in notable differences in DBMS values in the same climate. Compare, for example, wall 1 to wall 2, or wall 5 to wall 6, in Table 2. These differences indicate both that the DBMS value is sensitive to the changes in wall exterior and interior layers, and that it is possible to improve building energy performance merely by changing the order in which the wall materials are configured. Data presented in Tables 2 through 5 cannot be used to predict the dynamic thermal performance of walls made of materials that are significantly different from those used in our modeling (for example, walls with brick or siding exterior finish). However, for walls made of materials similar to the ones we used in our modeling, the data in Tables 25 can be used to estimate Rvalue equivalents. Potential Negative Impacts For buildings located in Minneapolis and Miami that have low Rvalue massive walls with the insulation material located on the interior side, total building loads can be higher with thermal mass than with the equivalent lightweight wall of the same steadystate Rvalue, as is indicated by a DBMS value less than 1. See, for example, wall 4 in Table 5. Extrapolating the data presented in Tables 2 through 5, we find that massive walls with Rvalues of less than 3 or 4 have a negative impact on the building load for all locations except Phoenix.Two wall material configurations with a low Rvalue were simulated to analyze this interesting finding. The first was a solid wall 8 inches thick made of highdensity concrete (140 lb/ft3). The second was a wall assembled out of twocore 115/8inchthick highdensity concrete blocks, insulated with 1 7/8inch foam inserts. These blocks are the most popular construction material used in the U.S. to erect 12inch masonry walls. The thickness of the block concrete shells is approximately 1 3/4inch. Each block has two internal cavities, and these are insulated with 1 7/8inch thick foam inserts. The threedimensional geometry of the wall assembled with twocore concrete blocks made it necessary to generate an equivalent wall. Steadystate Rvalues for these two walls are shown in Table 6. Based on results of computer modeling, DBMS values were calculated for these two walls (see Table 6). These values show that only in the special climate of Phoenix do these massive systems, which are traditionally used for foundations, have benefit above grade. It is more efficient to use a lightweight wall of the same steadystate Rvalue. ICF WallsNot Always So Simple Some ICF walls have a complex threedimensional internal structure that results in complicated two or threedimensional heat transfer processes. We analyzed a very good example of such a wall. The basic component of this wall is the 9 1/4inchthick expanded polystyrene (EPS) foam wall form. The thickness of the exterior and interior form walls varies from 1 1/2 to 3 1/2 inches. The interior and exterior foam components of the form are connected with a metal mesh going across the wall. Several horizontal steel components further complicate heat transfer in this wall. There is a threedimensional network of vertical and horizontal channels (about 6 1/4 inches in diameter) inside the ICF wall form. These channels have to be filled with concrete during the construction of the wall. The exterior surface of the wall is finished with a 1/2inch layer of stucco. The interior surface is finished with 1/2inch gypsum boards. Reinforced highdensity concrete is poured into the internal channels formed by the ICF units.We developed a onedimensional model of this complex ICF wall and tested its accuracy against the accuracy of an equivalent wall. The simple onedimensional model of the ICF wall was based on the total thickness of the ICF wall9 1/4 inchesand the approximate thickness of the exterior and interior foam shells, which varies from 1 1/2 to 3 1/2 inches, as explained above. The equal thickness for the exterior and interior foam forms was assumed to be 2 inches. It was found that this onedimensional approximate model of the complex structures based only on geometry simplifications was inaccurate, both in terms of Rvalues and in terms of the dynamic thermal response, as exemplified by response factors. However, the equivalent wall, which had a simple sixlayer structure, had the same thermal response as the real wall. For the simple onedimensional model, the Rvalue is 38% higher than the Rvalue calculated for the threedimensional model of the ICF wall. At the same time, Rvalues for the ICF wall and the equivalent wall are equal.
The equivalentwall technique is a relatively simple way to make wholebuilding energy simulations (using DOE2 or BLAST) for buildings that contain complex assemblies. It is possible to generate a series of response factors or transfer functions for the complex wall and to modify DOE2 source code in such a way as to make it possible to input these data. However, the number of response factors or Ztransfer function coefficients needed for massive walls can be from 60 to as many as 450. It is much simpler to use the equivalentwall technique, which represents all the thermal information about the wall with only five numbers (Rvalue, C, and three thermalstructure factors).
 Back to Contents Page  Home Energy Index  About Home Energy 
Home Energy can be reached at: contact@homeenergy.org

 1
 FIRST PAGE
 PREVIOUS PAGE
 NEXT
 LAST