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Publisher’s version / Version de l'éditeur:

ASTM Bulletin, 250, pp. 32-33, 1961-02-01

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Portable adhesion testing device

O'Kelly, B. M.

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TH1

N21r2

no. 121

c. 2

NATIONAL

RESEARCH

COUNCIL

CANADA

DIVISION O F BUILDING R E S E A R C H

PORTABLE ADHESION TESTING DEVICE

MAR 2

125;

N A T I O N A L R i S E A I ! C H C O U N C I L . >9 BY

B.

M.

O'KELLY

REPRINTED F R O M

AMERICAN SOCIETY FOR TESTING MATERIALS BULLETIN NO. 250,

DECEMBER 1960,

P.

32

-

33

PRICE 10 CENTS

RESEARCH PAPER N O . 121 O F T H E

DIVISION O F BUILDING RESEARCH

OTTAWA

(3)

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by

t h e D i v i s i o n of Building Research of t h e N a t i o n a l

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b u i l d i n g i n Canada.

It

should not be reproduced

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(4)

Portable Adhesion Testing Device

'. B y B. M. O'KELLY

SICVEI~AL

iilquirics con- cerning thc adequacy of a plaster bone1 oil the job motivntecl the clcl-clopmciit of a portable adhesion testing apparatus.

It was hopecl t h a t plaster bolid coulcl be testecl in the liclcl nit11 a portable clc\ricc.

Field coilditions coulcl then be coinpnrecl ~ v i t h laboratory findings. Althougli cle- scriptions of clcvices and techniques satisfying t h e above rcquircinents have beell l~ublishecl,~ it was believed t h a t some irnl~rovement in design over thosc published n.as possil)le and desirable.

A t t e m l ~ t s by thc arithor to rcl)rotlucc thc \vork of Pctcr? on the aclhesion of gypsum plaster to V : L ~ ~ O I I S II:LSCS shon-ccl

t h a t this tcclinicluc, involving the cin- bec1dii.g of various shapes in the plastcr apl~lic:ltion, \\-as scl)jrct to gr:Lve short- comirgs. A systcm 1 ~ : ~ s accorcliilgly clevisccl 1vhic.11 did not ii~volve the em- bedding of an): objcct in the ~~ppliecl plaster. Unfortunately, Peter's phi- losophy WLS initially follon~ed t o the es-

tent of using a 11ailel 94 in. square. Such a panel works ~vell ~ v i t h assemblies of high adhesion (for esample, boilcl plaster on concrete), b u t where acl- hcsioil is not high, localized strains lead to premature bond failure. It is be- lieved t h a t there is no hope of success in adhcsion ~ v o r k unless the boncl test is carried out on a specimen of small sur- face area. Accordingly, 2-in. diameter circular disks nere used finally for all adhesion tests.

Apparatus

A device using coml)rcssed gas a> a source of polver was cleaigncd, con- structed, and founcl t o operate satis- factorily (Fig. I). The princil~lr of operation is, essentially, application of pressure bet~veen two neoprene gaskets t o produce a net upnnrcl force, since the upper gasket has n larger area tlin~i

NOTE-DISCUSSION 011' TI-IIS I'AI'EK I S I N V I T E D , oitllor for puhlicat,io~i or for thc attention of thc a u l l ~ o r or :~uthora. Acl- dress all conlrnurlicntions to ASTAl tIe:ld quarters. 1916 Race St., Philncli~lphia Y. 1':~.

*

This is a contribution from t h e Divisioil of Building Research, National Research Council, Canada, and is published with t h e approval of t h e Director of the Division.

1 J. F. Ryder, methods for Testing the

Adhesion of Plaster to Concrete," Chemistru

and Indtistrz, Aug. 10, 1957, pp. 1090-2.

V. Saretok. P u t s och Putsning" (Plastering and Rendcring), Translated from thc Swed- ish, R I L E M Bulletin

fi.

39, p p 5-79 (1957).

2 J. C. P . Peter, Adhesion of Gypsum Piaster to Various Backgrounds," The

American Architect, Vol. 128, Sept. 9, 1926, pp.

227-234.

J Minneapolis-Honeywell No. 356529-1.

the lon.cr. ; l t the same time, no cx- truncous frictional or other restraining iorc~c is introducccl. The compressed gas source is at,t:~chccl to the intake side of :L 111anual-loadi1i g 11ressure regulator."

The o t ~ t p u t iron1 t h c regulator is fed t o the clevice nnrl to a sensitive pressure gagc. The clcvicc calibrated b y

Procedure

The technique used in measuring adhe- sive bond is as f o l l o ~ ~ s : A disnlountable brass frame

4

in. eleep is placed on a saml~lc of the backing material. The plaster m i s being testecl is fed into this frame, surplus material is scrcellecl off to give a flat surface t o the plaster. The Net Upward

Force

C

Boll ond Socket

lsoloted Plaster Specimen

Fig. 1-Section through adhesion testing device.

mounting i t in a testing machine and ineasuring the total load (as registered on the testing machi1:c scale) resulting from a give11 air pressure (measured on the pressure gage). Figure 2 shows t h a t the calibration curve is coinpara- tivelp linear.

Figure 3 shows t h c assembled ad- hesion pressure regulator, pressure gage, and testing device. The adhesion test- ing device alone weighs 4 lb 3 oz.

size of t h e brass franlc is :I iiiatter 01

choice nncl convenience. The entire test assembly, aftcr l)reparation, is placccl in :I, humid room overnight, then

removed t o be conditioned t o constant weight, a n d tested.

I n testing n plastered panel, tlisks of plaster 2 in. in diameter a r e isolated from the body of the shect with a suit- able fly-cutting device. Although the design of t h e fly-cutter may vary 11-idely,

B. M. O'KELLY was a member of the Division of Building Research of the National Research Council of Canada from

1952 until 1960. During that time his work was concerned with plastering materials ; he also took an active part in the work of ASTM Committees C-7 on Lime and C-11 on Gyp- sum. Prior to 1952, Mr. O'Kelly was employed for two years as quality control chemist in a gypsum plant in Ireland. In

1960 he left the Division to join the U.S. Gypsum Company in Chicago as a research chemist.

32 (TP 210) A S T M BULLETIN

Authorized Reprint from the Copyrighted ASTM BULLETIN No. 2 5 0 , December, 19G0

(5)

i t must be possible t o feed the cutter TABLE I.-RESULTS O F ADHESION TESTS.

slolvly into the plaster, otherwise a n Not Vibrated Vibrated

irregular groove ivill almost certainly result.

Using a suitable contact adhesive," a n aluminum disk carrying a threaded stud is cemented t o the isolated plaster disk. A short thin-walled aluminum

220

1

Avg of 4 Load Applicafians

I. /

{

Range of Results 200 - Shown a1 specific1, 180 - Poinls 160 - 9 - -* 140 - "0 2 4 6 8 10 12 14 16 G ~ q e P r e s s u r e , p s i

Fig. 2.-Calibration curve.

positioning ring is inserted into the groove made b y the fly-cutter in the plaster, and the base of the adhesion testing device is fitted around i t (see Fig. I ) . This techniclue insures cen- tering of the testing device over the test specimen. The testing device is screwed t o the threaded stud. Air pressure is then increased until failure occurs.

X

manual-1o:lcling pressure regulator insures t h a t the pressure regis-

-

'

Minnesota lMining and lManufacturing Co. 31M Adhesive EG524 has been found satisfactory for this purpose.

Plaster Base

Gypsum lath, groove cut through lath papera.. . .

Gypsum lath, groove not cut through lath papera..

. .

. . .

Corkboard . . . Various brands of bead-tvne

Failure Load, psi Number Failure Load, psi Number of Llislis of Disks Max Min Avg Tested Max Min Avg Tested

foamed polystyrene: '

Brand "A;' first testa.. . . . 13.9 1 0 . 7 11.0 9 . . BrandUA," second test& ... 13.8 12.1 13.2 14 1 4 1 1 1 2 9 15 Brand "B," first testa.. . . . 13.9 10.7 12.1 12 . . . . . . . .

Brand "B," second testb.. . 13.0 11.5 1 2 . 3 14 13.5 12.1 1 2 . 8 1.5 Foamed ~ o l v s t v r e n e , other

than beid-tipe :

One brand*, . . . .. . .

a First plaster batch.

b Second plaster batch.

Fig. 3.-Pressure regulator, pressure gage, and adhesion device.

tered on the pressure gage after failure of the specimen is the pressure a t failure, irrespective of the fact that, on failure, a change in volume occurs in the pressure cell of the testing device.

The results of solnc adhesion tests are given in Table I. Plaster-to-water ratio in all cases was 2 to 1; unaggre- gated hardmall plaster was used throughout. All pauels xere condi- tioned a t 70

F

2nd 100 per cent relative humidity and then dried a t 70

F

a n d 50 per cent relative humidity.

These results are of interest mainly

to slronl the reproducibility. The inter- ;:~,c%:ltion of thcin is some~vhat more clifficult. particularly in the test on gylwtrn lath since thc breaks \\-ere n o t co1:sistcritly

: ~ t

t l l ~ plaster lath inter- 1':lc.e. 111 the case of t h e polystyrene I m e s the mnjorit'y of failures oecurred

1.p scl)ar:ltion of the plaster t o base interfncc, 11ut in a numbcr of cases ::cparntion occurred partly or largely i n the base itself. The true bond strength c ; ~ n never be lcss than b u t may exceed the value shown.

Before testing, soine panels were clamped t o a Gilson sieving machine and vibrated for 15 min. This t e s t procedure has the important advantage t h a t :t large number of adhesion de-

terminations can be made from a con~paratively small t e s t panel. F o r cxaml~le, from a sheet of plaster 95 in.

square i t is possible t o isolate sixteen 2-in. diameter test disks.

A s t u d y involving t h e determination of the bond of plaster applied t o a 12-ft- high ceiling has demonstrated t h a t field testing of plaster bond is practi- cable when using the appa,ratus tliat has been described.

Figure

Fig.  1-Section  through adhesion testing device.
Fig. 3.-Pressure  regulator, pressure gage,  and adhesion  device.

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