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Effect of solar heat on moisture gains in building perimeter insulation beneath a paving-stone walkway

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Effect of solar heat on moisture gains in building perimeter insulation

beneath a paving-stone walkway

(2)

BUILDING

RESEARCH

NOTE

EFFECT UF SOLAR HEAT

ON

MOISTURE GALNS IM BUILDING

PERDETER INSULATION EENEATH A PAVING-STONE WALKWAY

by

C'.P. Hedlin and D.G. Cole

Ottawa, September 1982

D i v i s i o n of Building Research, National Research

.--.

(3)

-EFFECT OF SOLAR HEAT ON MQISTURE GAINS IN BUILDING

PERIMETER I N S U T I O N BENEATH A PAVING-STONE WALWAY

C.P. HedLin* and D.G. Cole*

The Outdoor Test Buildiug of the P r a i r f e Regional Station,

Division of Building Research, National Research Council, was constructed at Saskatoon in 1966. The facility is u s e d i n studying the performance of building materials and experimental building systems under realistic

service conditi~ns. Included In the construction is a 1220 mu ( 4 f t )

w i d e walkway of 58 dtm (2 in.) concrete paving stones d i r e c t l y against the north, east and south s i d e s of the building (Figure 1).

The walkway is underlaid w i t h thermal i n s u l a t i o n , as one way of

applying perimeter I n s u l a t i o n t o the building. As one parL of t h e walk

l i e s along the south side of t h e building and the other along the narth

s i d e , the df fferent exposures affect the amounts of solar heating of the walkway. This would affect water vepour pressure and the s e v e r i t y of

moisture attack on t h e insulatian. Since maisture gain affects the

thermal performance of insulation, measurements were made p e r i o d i c a l l y to

determine i t s moisture content.

At the t h e of construction, extruded polystyrene sheets 51 mm

(2 in.) t h i c k and 618 by 1220 mm (2 x 4 ft) w e r e p l a c e d d i r e c t l y under

the paving atones on the underlying sandy loam soil. In 1974 several specimens of rigid glass ffber were p u t into p l a c e so that their moisture contents emld be observed.

EXTRUDED POLYSTYRENE

The polystyrene had a d e n s i t y of 38.7 kg/m3 (2.4 l b / f t 3 ) . S a m p l e s a p p r o d m a t e l y

lQD

mm x 100 mm w e r e cut from ten sheets, f w r f r a m the north walk, four from the south, and two from the east (Figure 1). The

samples were removed and weighed p e r i o d i c a l l y , beginning in 1968. In 1973, periodic weighing of two full sheets (610 >e 1220 mm) was begun,

One of these sheets was located at the d d d l e of the south s i d e and t h e

other an the north aide at the NE corner of the building.

Results of the p e r i o d i c weighings of polystyrene are shown i n

F i g u r e 2. Moisture contents on the north side are almost unchanged s i n c e 1973; on the east s i d e they continue t o increase and on the south s t d e

rise sharply, with l i t t l e i n d i c a t i o n that the rate of uptake is easing.

(4)

To improve the evaluation of moisture, additional 610 x 1220 mm sheets were weighed in 1978. The restilts are s h m in Figure 3 f o r

individual sheets on the north and south s i d e s of the building. Moisture content o f t e n south-s%de sheets ranged from about 5 . 5 to 10.1%. When

five of these were rewefghad in 1979, moisture content (not shown on the

graph) had increased by amounts ranging up t o 1%.

Based on the 1978 weighings, maisture contents of the east-side sheets (not s h m in graph) were 4.1 and 5.1%; on the north s i d e ,

moisture content sf the four specimens ranged from 1.8 to 2.9%.

The presence of moisture combined with temperature gradients can

produce vapour pressure gradients, which d r i v e moisture inta the

insulation through both the upper and lower surfaces. Heat flow out of t h e building produces such a temperature gradient at the bottom surface through the winter. Periodic heating of the paving stones by sunlight ~ $ 1 1 cause mi sture trapped beneath t h e stones to e n t e r the i n s u l a t i o n

through the upper surf ace.

As there is no reason to suppose that the available moisture varies from one side of the building to t h e other, the difference in

insulation maisture content probably stem from the heatiag effect of the sun. On the south side of the building, the paving s t o n e s are exposed ro

d i r e c t sunlight and to radiation reflected by

the

white, south-facing

wall. This effect: is less an the east w a l l , and much less on the north w a l l . This is illustrated in Figure 4 , which shows temperatures measured

at t h e interface between stones and insulation .on the three sides during

a sunny day in June.

Top surface m o i s t u r e gain can be reduced by ventilation above the insulation. This has

a

two-fold effect; it: cools the space and allms far evaporation of water l y i n g on the Insulation. In March 1979, paving stones above three sheets were raised about 20 nun

( 2

in.), allawing for

air c i r c u l a t i o n over the top surface of the insulation. Three others where the s t o n e s had n o t been raised were used a s controls. As s h m in Figure 5, those with no ventilation continued t o gain moisture while

those with ventilation lost moisture.

These results paralleled those obtained in simflar tests on insulation in protected membrane

roof s1

a 2 .

GLASS FIBER

In 1974 two polystyrene sheets were removed f r o m the south sZde

and t w o from the north s i d e ; these were replaced by r i I d glass fiber sheets 49 im (2 in.) t h i c k . with a d e n s i t y of 150 bg/mf ( 9 i b , f r 3 ) . Some

of these had asphalt impregnated s h e e t i n g on one surface while the others

had no surface protection.

After three and a half years the glass fiber sheets reached

moisture contenes ranging u p t o 7.1% by volume ( T a b l e 1). They f l u c t u a t e

(5)

This material is much more subject t o seasonal variations in moisture

cantent than the polystyrene.

Both kinds of insulation are penetrated by grass roots. In t h i s case i n d i v i d u a l roots have penetrated up t a 200 mm o r m o r e . Root

penetration d i d not appear to cause serious damage t o the i n s u l a t i o n .

CONCLUSIONS

Extruded polystyrene of 38.7 kg/m3 d e n s i t y placed on sail under concrete paving stones adjacent to north-, east- and south-facing walls of a building showed moisture gain over a 13year period. It was least along the north-facing wall, greater along the east-facing wall, and

highest along the south-facing wall. This is attributed to differences

in paving stone temperature and, p o s s i b l y in soil temperatures beneath

the insulation.

These temperature differences w i l l occur due to differences in solar radiation reaching the paving stones e i t h e r d i r e c t l y or by

reflection from the adjacent walls. Its effect on moisture gain occurs

because the vapor pressure of rain water, trapped between the paving stone and t h e fnsulation, rises w i t h temperature. The resulting increase

fn vapor pressure gradient accelerates the accumulation of moisture in the insulation. The effect will be greatest where the solar heating is

g r e a t e s t - along the south s i d e .

A secondary effect may exllst. If the solar g a i n warms the soiL beneath the insulation, increased vapor p r e s s u r e w i l l accelerate

moisture gain through the bottom surface of the insulation. Top surface v e n t i l a t i o n causes a reduction in moisture content; observatsions have

not been carried on long enough t o determine what the f i n a l level of

maisture content will be.

Moisture contents of rigid glass fiber i n s u l a t i o n under the p a v i n g stones fluctuated, and ranged up to a rraaximum of 7 . 1 X by volume.

1, Hedfin, C.P. Moisture Content in Protected Heabrane Roof Insulations

-

Effect of Design Features. American Society for T e s t i n g and

b t e r i a l s , STP 603, 1975, pp, 36-50.

2. Hedlin, C.P. Moisture Gains by Foam P l a s t i c Roof Insulations Under

Controlled Temperature Gradients. J. Cellular Plastics, Sept. / o G ~ . 1977, 313-19, 326.

(6)

TABLE 1

Moisture contents of glass fiber specimens under p a v i n g s t o n e s (Percentage by volume).

SOUTH SIDE NORTH S I D E

(300 x 1200 x 50 mu) (600 x 1200 x 50 mrn) Sampling

Dates

A B C D

coating1 Coating N o t Not

UP Down Coated Coated

E F

Coated Nor

Coated

~ - - ~ -

Specimens placed under paving stones

lcoating estimated to be 2 nun t h i c k

2610 x 1220 wn specimen removed and r e p l a c e d w i t h t w o

300 x 1200 mm specimens-Ell) with coating up, E ( 2 ) w i t h c o a t i n g

(7)

E D G E

OF

W A L K W A Y - 'x

E D G E OF B U I L D I N G

T

100 x l M mm AND PARENT 610 x 1220 rnm SHEETS.

I

SMALL

PIECES

FIRST WEIGHED IN 1968

610 x 1220

nm

SHEETS. WEIGHED PERIODICALLY

SINCE

1973

T TEMPERATURE MEASURWENT LOCATION ( SEE FIG. 4 1

P L A N OF O U T D O O R T E S T B U I L D I N G , I N S U L A T E D W A L K W A Y , AND L O C A T I O N O F I N S U L A T I O N T E S T P I E C E S

(8)

h

1 1 1 1 1 1 1 1 1 1 1 1

A

a LARGE (1 .SPEC.I

A SMALL IAVG, FOR 4 SPEC. I

-

SMALL tAVG. FOR 2 SPEC. I

0 LARGE I 1 5PEC.I

- SMALL IAVG. FOR 4 SPEC. I

- L

-

1 1 1 1 1 1 1 Y E A H F I G U R E t

CHAWGES I N MOISTURE COIUTENT IN E X T R U D E D P O L Y S T Y R E N E UNDER PAY I NG 'STONES

OSCrUTH S l D E OF B U I L D I N G N O R T H S l D E OF B U I L D I N G 1

I

o o O 0 0 0 -0 - 0 -

-

E A S T E N D OF

i

B U l L D l N G

7

I

I

I 0 0 4 8 12 16 20 2 4 D I S T A N C E FROM W E S T E N D O F B U I L D I N G , m M O I S T U R L C O N T E N T S OF 610 x 1220 m m S H E E T S . N O R T H A N D S O U T H S I D E S OF B U I L D I N G , 1978

(9)

!i 12 16 TIME OF D A Y . b

O U I S IDE A I R TEMPERATURES A N D TEMPERATURES A T INTERFACE

---

a 0 0 NO TOP VEMlLATlON

" P

w 12

-

z TOP VEhlTllArlON STARTING c I

13 MARCH 1979 pD- -- --d'

1

F I G U R E 5

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