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7/30/2019 Silicone Structural Glazing
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SILICONE STRUCTURAL
GLAZING MANUAL
7/30/2019 Silicone Structural Glazing
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IMPORTANT INFORMATION
Th t ctd h d d th d D C
ch d d t cct. H, c cdt d thd
dct yd ct, th t h t d
ttt ct tt t tht D C dct
y tcty y cc ct. D C ty
tht th dct t t ct cct. Y c dy ch ch ty td t d ch c ct
y dct h t th th td.
Dow Corning speCifiCallY DisClaims anY oTHer express or
implieD warranTY of fiTness for a parTiCular purpose or
merCHanTabiliTY. unless Dow Corning proviDes You wiTH
a speCifiC, DulY signeD enDorsemenT of fiTness for use,
Dow Corning DisClaims liabiliTY for anY inCiDenTal or
ConsequenTial Damages. suggesTions of use sHall noT be
Taken as inDuCemenTs To infringe anY paTenT.
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Silicone Structural Glazing Manual
Contents
Introduction.......................................... 5 Project Review.............................................5
D r ...........................................5
stt d mt a ...............5
Product Quality............................................5Jt pt d st act .5
qty Ct ..........................................5
Dctt ...........................................5
Dow Corning Product Offering........... 6 Structural Glazing Silicone Sealants ...........6
Dow Corning 993 Structural Glazingsc st ..........................................6
Dow Corning 895 Structural Glazingsc st ..........................................6
Insulating Glass Silicone Sealants ...............6Dow Corning 3362 it g
sc st ..........................................6
Dow Corning 3793 it g
sc st ..........................................6
Weatherproong Sealants ............................7Dow Corning 756 sms
bd st .........................................7
Dow Corning 791 sc
Weatherproong Sealant ............................7Dow Corning 757 s Hyd d
Weatherproong Sealant forphtctytc C g ........................7
Dow Corning 797 sc
Weatherproong Sealant ............................7 Cleaners and Primers ...................................7
Dow Corning r-40 C .......................7
Dow Corning 3522 C st
Ccttd ..............................................7
Dow Corning 1200 os p ...................7
Dow Corning p C ..............................7
Dow Corning p p ...............................7
Project Review...................................... 8
Dow Corning Project Support .....................8 Product Recommendation ...........................8
D r ...........................................8
stt d mt a ...............8
adh Tt....................................8
Ctty Tt .............................9
n-st Tt ..................................9
oth lty Tt .......................9
s s ................................9
wty .................................................9
Project Workow Diagram ........................10 Structural Glazing Design .........................11
e Tchc a (eTa) .......11
European SG Project ChecklistCct Coins ................................11
Structural Glazing Joint Dimensioning .....12Structural Glazing Terminology...............12
stct bt ......................................12
Thickness .............................................12Structural Glazing Joint Dimensioninggd ................................................12
wdd d g D ...........14
stct bt Cct
wdd d g D ...........14
Th Dtt ...............................14Glueline Thickness Calculation forTh Dtt ...............................14
Ddd ..............................................15
stct bt Cct
Ddd.........................................15Structural Glazing System Types .............16
4-Sided Structural Glazing...................162-Sided Structural Glazing...................16Slope Glazing.......................................16
std g .......................................16U-Prole Systems ................................16Tt v syt ............................16
oth syt Ty .................................17
stct g syt......................17
stct attcht n-g
mt ..............................................17
Protective Glazing................................17stt d mt stct
Glazing Applications................................18
D C e adh/Ctty gd.............................18
Aluminium Proles ..............................18st st ......................................18
ltd g...................................18
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Silicone Structural Glazing Manual
Contents
Ctd, sd d Ttd g ......18
s-C d
ey-t-C g .............................19
Gaskets and Rubber Materials .............19
Product Quality .................................. 20 General considerations ..............................20
mt t d hd ..................20
sh ...................................................20Factory vs. Site Glazing ...........................20Jt pt d
st act ..................................20
qty Ct ........................................20
One-Component Sealants ..........................21st Tt d Cdt .......21
Skin-over time/elastomeric test................21 Two-Component Sealants..........................22
st Tt d Cdt .......22
T-Ct D et
gd ................................................22
Surface Preparation and Sealant Application....................................24
stt C pcd ..................25
n-p stt .........................25
p stt .................................25
st Cdt ..........................25
Masking................................................25T-cth c thd ..................25
stt p pcd....................26
pc th p ......................................27Site Glazing Considerations.....................27
Sealant Application and Quality Control Procedures .................................................28
st act pcd .................28
st C rt ......................28
Site Glazing Cure Requirements..............28Factory Glazing Cure Requirements........28Reglazing Procedures...............................29
Reglazing Due to Glass Breakage........29
Reglazing Due to System Failure ........30qty Ct Tt pcd ..............31g Cdt ........................31
st pdct qty Ct .....31
g Tt ...........................................32
Buttery Test......................................33s T Tt ...................................34
m rt Tt...............................35
adh d C
qty Ct Tt ...........................36
p adh Tt .............................37
H-pc Tt .......................................38
Deglaze Test .........................................41 Documentation ..........................................42
pdct d qty Ct adt .....43
mtc .............................................44
European SG Project Checklist................45SG Project Testing Submission ................46st pdct qty Ct l..47
st adh qty Ct l
(p adh Tt) ................................48
st C qty Ct l
(H-pc Tt & etc Tt) ...........49st adh d C qty
Control Log (Deglaze Test)......................50 Dow Corning Construction Sales Ofces..52
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Silicone Structural Glazing Manual
Introduction
Silicone structural glazing is a method utilizing ac dh t ttch , t, th
t t th tct d.
wdd d th ct d th d
td th , thh
th tct c t t th tct
th d. Th c t t t
dh d ch tty th d
subjected to windload and thermal stresses.
Structural glazing (SG) is a high performancect d t c t
t th ct. oy c
t hch h dd d ttd
specically for structural glazing applicationshd d. Th Dow Corning tct
glazing sealants recommended for this applicationare identied in the next section of this manual.echDow Corning structural glazing sealant has
td e Tchc a(eTa) thh ddt tt ccd t
the current European structural glazing standard:e Tchc a gd (eTag
002). The sealants also have a CE mark whichdct cty t e hth, ty
d t tct t.
Th tdd t dc th
d d Dow Corning c
sealants in structural glazing applications. Thecdt d th d
th c Dow Corning t
structural glazing projects for over 30 years.Because structural glazing projects differ ind d, t d ct
t, th ct dd
tt. Dow Corning Tchc
sc e t t y
your specic project needs.
The success of every structural glazing project isddt th t th d
, t d Dow Corning.
Successful structural glazing projects contain thefollowing elements:
Project Review
Design ReviewDow Corning t d th
structural joint design on every project.
Substrate and Material Approval
Dow Corning t tt d
t tht ctct th tct c
sealant. Specic project testing will be requiredyDow Corning t c.
Product Quality
Joint Preparation and Sealant Application
Dow Corning joint preparation, sealant handlingd t ct cd t
cty d.
Quality Control
Dow Corning ty ct cd t
d.Dow Corning t th t
th dt chty ct .
Documentation
qty ct cd d t t
dctd y t h.
qty ct tt dd th
Dctt ct th .
i t ct th , ch
th tt t dcd t dt.
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Silicone Structural Glazing Manual
Dow Corning Product Offering
Dow Corning t hh
c c t. ech t
developed and tested for a specic applicationd hd y d tdd
specically approved byDow Corning.Specic product information is available at.dc.c.
Structural Glazing Silicone Sealants
Th Dow Corning c t
offered for structural glazing applications:
Dow Corning 993 Structural Glazing
Silicone Sealant
Dow Corning 993 Structural Glazing Siliconest t-ct, t c, t-
c c t tdd tct
d , t d th t.
wh cd t ct -ctc t, th t c t
Dow Corning 993 cd dct
of structurally glazed curtainwall units.Dow Corning 993 hh d t th
ct dh t d t.
Dow Corning 993 h td e
Tchc a (eTa) d ddt
tt ccdc th th ct e
structural glazing guideline ETAG-002. Thedct h td Ce- d
th .
Dow Corning 895 Structural Glazing
Silicone Sealant
Dow Corning 895 Structural Glazing Siliconest -ct, t-c
c t tdd tct d
, t d th t.Dow Corning895
hh d t th ct dh
t d t.Dow Corning895 h
td e Tchc a(eTa) d ddt tt ccdc
with the current European structural glazingd eTag-002. Th dct h
td Ce- d th .
Insulating Glass Silicone Sealants
Th Dow Corning sc st
d t ct.
Dow Corning it g sc st cdd t t
which are structurally glazed withDow CorningStructural Glazing Silicone Sealants.Dow Corning
it g sc st dd
d tdd t ct
y d hd d tct
glazing adhesives. For more information on the c t t
ct, t th Dow Corning
it g m hch t
.dc.c.
Dow Corning 3362 Insulating Glass
Silicone Sealant
Dow Corning 3362 it g sc
st t-ct, t c, t-
c c t tdd
secondary seal in dual glazed insulating glasst. Dow Corning 3362 it g
st h td e Tchc
a (eTa) d ddt tt
ccdc th th ct e tct
glazing guideline ETAG-002. The product has td Ce- d th .
Dow Corning 3793 Insulating Glass
Silicone Sealant
Dow Corning 3793 it g sc
st -ct, t-c
c t tdd cdy
seal in dual glazed insulating glass units.
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Silicone Structural Glazing Manual
Dow Corning Product Offering
Weatherproong Sealants
Dow Corning oe a ull lne o hgh peoance
sealants for weatherproong applications. Following
a e decpton oDow CorningWeatherproong
sealant. Thee ealant ae degned and ntended to
weatherseal building joints and should never be used as
structural glazing adhesives. For more information on
the proper use of silicone sealants in weatherproong
applcaton, pleae ee to the Dow CorningBuilding Envelope Weatherproong Manual which
avalale at www.dowconng.co.
Dow Corning 756 SMS Building Sealant
Dow Corning 756 sms buldng sealant a one-
coponent, low odulu, and neutal-cung lcone
sealant designed specically for weathersealing
o entve utate uch a natual tone and
alunu panel yte whee the aethetc
peoance o the ealant potant. Th ealant
degned to e non-tanng on natual tone and
to attact le dt and atophec contanant
than conventonal lcone uldng ealant.
Dow Corning 791 Silicone
Weatherproong Sealant
Dow Corning 791 Silicone Weatherproong Sealant
a one-coponent, low odulu, neutal-cung
silicone sealant with a faster skinning time for
geneal weatheealng applcaton.
Dow Corning757 Si Hybrid based
Weatherproong Sealant for
Photocatalytic Clean Glass
Dow Corning 757 Si Hybrid based Weatherproong
sealant a one-coponent, low odulu ealant
degned o weathe ealng o hydophlc and
photocatalytc clean glae.
Dow Corning 797 Silicone
Weatherproong SealantDow Corning 797 Silicone Weatherproong Sealant
a one-coponent, low odulu, neutal-cung
lcone ealant wth a longe toolng te o
geneal weatheealng applcaton.
Cleaners and Primers
Dow Corning c d
that are developed specically for use withDow Corning t. i tc,
specic cleaner or primer will be required for thec t t ch t dh t
specic substrate. For general substrate cleaning
d cdt, t th Dow Corning e adh/
Ctty gd hch t
.dc.c.
Dow Corning R-40 CleanerDow Corning r-40 Cleane a pecally oulated
t d dd t c d t
proles used in structural glazing applications.
Dow Corning 3522 Cleaning Solvent
ConcentratedDow Corning 3522 Cleanng solvent Concentated
a cleane degned o the olvent pugng o two-
coponent ete x equpent ued n tuctual
glazing and insulating glass production. This product
doe not contan halogenated olvent and ha een
specically developed to digest cured silicone
ealant peent n equpent hoe and xe.
Dow Corning 1200 OS Primer
Dow Corning 1200 os p -tchc ttt dd th
Dow Corning t ty ct.
Dow Corning Primer CDow Corning p C -t chc
ttt dd td d
tc c t t t dh
dt.
Dow Corning Primer PDow Corning Primer P is a one-part lm forming dd tt
th ct.
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Silicone Structural Glazing Manual
Project Review
Dow Corning Project Support
Dow Corning t t
y th t t th d d
Dow Corning Structural Glazing Sealantsfor your project. All structural glazing projectst d d d yDow Corning
on a project-by-project basis. Only throughct th cd cdd
th Dow Corning stctAdhesion Limited Warranty for your project. For th c t,
t th Dow Corning Project Workow Diagramt th ct.
Product Recommendation
Dow Corning will make a project specic productcdt c th t h
been taken:
Design Review
Dow Corning must review the structural glazingjoint design for every project. A European SGProject Checklist should be completed for eachproject. A joint dimensioning calculator and SGProject Checklist are available at Dow CorningCoins hch c ccd thh
Dow Corning p. p ctct y c
Dow Corning Construction Ofce for moreinformation. A European SG Project Checklist dd th Dctt ct th
.
Dow Corning t dt ch sg
joint dimensioning. If a standard aluminiumprole manufacturer system is used, the system c dd. Dow Corning h
cc t th d dt t c
prole manufacturers.
All non-standard SG joint designs must beprovidedelectronically using .jpeg, .pdf, .doc, .dwg or.t t t [email protected].
D dt y d t th
E-fax number: +32 27 06 50 59.
Dow Corning will review your SG Project
Checklist and SG joint dimensioning within three(3) working days if provided electronically and inth dcd .
Substrate and Material Approval
Dow Corning t tt d
t hch ctct th tct c
t. i tc, t y
ttd thh th yt ct
and project specic testing is not required for
. f ct cdt t th Dow Corning e adh/
Ctty gd hch t
.dc.c.
Adhesion Testing
st dh th t ctc
components of a successful structural glazingproject. Dow Corning t ytt y t ct
cc. Dow Corning tycy
tht tt ch tt
(aluminium prole, enameled glass, coated, tc.) dd t th Dow Corning
st Tt lty dh tt.
a tt tt hd
dcd dtc t tt
used in the actual structural glazing production.it th ty th sg ct t
tht tt t t
Dow Corning tt. u ct
tt, Dow Corning d ttdct cdt, c t d
priming recommendations. Testing takes four (4)weeks from receipt of samples.
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Silicone Structural Glazing Manual
Project Review
Compatibility TestingIncompatible glazing accessories may causet dct d/ t dh
. Dow Corning must approve all glazingccy t y t ct
cc. Dow Corning tycy tht
representative samples of each material (gaskets,spacers, backer materials, setting blocks,
tc.) dd t th Dow Corning stTt lty ctty tt.
it th ty th sg ct t
tht tt t t
Dow Corning tt. u ct
tt, Dow Corning d tt
product recommendation. Testing takes four (4)weeks from receipt of samples.
Non-Stain Testing
Dow Corning tt tt
t dt t t c t
resulting from the migration of uids into thett. Dow Corning tht
tt th tt
(t, , t dt)
dd t th Dow Corning st Tt
lty -t tt. u ct
tt, Dow Corning d tt
product recommendation. Testing takes six (6)weeks from receipt of samples.
Other Laboratory Testing
Dow Corning y d -tdd tt
ch ytc tt H-c tt
dct . i ch c, c
y chd. p t th
project, please contact your local Dow CorningConstruction Ofce for a service fee schedule.
SampleSubmission
f t c tt t,
t t tt thhDow Corning
Cotct indty syt (Coins) hch
c ccd thh Dow Corning p
t. p ctct y cDow Corning
Construction Ofce for more information. AStructural Glazing Project Testing Submission
f th Dctt ct th . Tt hd t t
the following location:
Dow Corning s.a.
pc idt
Z C
b-7180 s
Attention: Sealants Testing Lab
Warranty
Dow Corning offers a project specic StructuralAdhesion Limited Warranty for projects usingth Dow Corning 993 Structural Glazingsc st Dow Corning 895 stct
Glazing Silicone Sealant. Please contact yourDow Corning Construction Ofce for moret th t . T
t ty, th t t
completed:
1. Dow Corning t t t hch ctct th Dow Corning
Structural Glazing Sealant for adhesion andctty
2. Dow Corning t t th
structural glazing joint design
3. a dy ty ct t
ttd d d yDow Corning.
4. Th t t t th ty
thhDow Corning Coins.
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DC dctt d
ty t d tyt sg act th ty
requirements are satised.
Silicone Structural Glazing Manual
Project Review
Project Workow Diagram
sg act ct tyt DC Coins. Ctd
qC ttd t DC.
sg act ct st
pdct, adh d C
qty Ct pcd
td sg m. rt
dctd qty Ct d
Tcty l
sg act ct sg t
cc thDow Corning
e sg m. rcdd
c t d t
ct cd d
d dct.
Dow Corning tt tt
dh, ctty d -
t. Dow Corning d tt t th sg act
within four (4) weeks with specicc t cd
sg act ct
sg s s DC
Coins. rtt tt
ttd t
Dow Corning dh,
ctty d -t tt
Dow Corning sg d d
d.Dow Corning
tt dd t sg act
th th (3) dy
t ttd DC Coins
SG Applicator completes SG ProjectChecklist via DC COINS to DowC .
SG Applicator identies aluminumsystem name or provides SG jointdt ctcy e- t
Dow Corning.
Dow Corning d dc
t d/ dt sg
act t dct d
ty ct cd t
cc th DC t.
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Silicone Structural Glazing Manual
Project Review
Structural Glazing Design
Guidelines for the design of structural glazingjoints are provided in this section. The guidelinesdd d Dow Corning t
experience in structural glazing. Not all design d th d.
Dow Corning Tchc sc e
t h th d dsealant user in proper SG joint design.
it th ty th d
and sealant user to conrm that the informationdd t Dow Corning cct d
ct.Dow Corning dt d
make project recommendations only as they relatet th tct c t. oth ct
yd th ct th t ct,
ch c th dty
th , th ty th yt
d d yt ct.
European Technical Approval (ETA)
Dow Corning td t cy th ct
e gd dcd t
e stdd Tchc gd ..
(eTag 002 gd e Tchc
Approval for Structural Sealant Glazing Systems(ssgs) pt 1.) f tt tht td
th d,Dow Corning will make specicproject design recommendations. If the systemsmanufacturer seeks compliance with ETAG 002 th t tdd, Dow Corning c
d cdt th t hch
cy t ty th d
tdd.
European SG Project Checklist Calculator
in COINSa thh Dow Corning p
Website is the project management systemcd Cotct indty syt
(Coins). wth Coins e sg
Project Checklist calculator which can be usedto calculate and submit an SG joint design for
Dow Corning. D ch d, dd, d
ty td t th cct. Th cct
will provide immediate conrmation if thespecic design parameters entered comply with
Dow Corning sg d. Th cct
h dt hth d t eoTa
Guidelines. Once the information is conrmedas OK, the project parameters can be submittedt Dow Corning . a tt
dd y Dow Corning
within three (3) working days. For access toDow Corning p d t
Coins, ctct y cDow Corning
Construction Ofce.
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Silicone Structural Glazing Manual
Project Review
Structural Glazing Joint Dimensioning
A structural glazing joint must be properlydd th t t ct tdd.
If a joint is improperly designed, the sealantt y c tty c
failure. Therefore, all SG joint dimensioningt d yDow Corning.
Structural Glazing Joint Dimensioning
Guidelines
f d tht y
Structural Glazing projects. Dow Corning treview and approve all SG joint dimensioning.ay ct t th d c y
d y y Dow Corning Tchc sc
e.
The minimum structural joint bite shall be asdtd y th stct bt Cct wdd d g D.
The minimum structural joint thickness shallbe as determined by the Glueline ThicknessCct Th Dtt.
The minimum structural bite shall be asdtd y th stct bt Cct
Ddd.
The structural bite must be a minimum of 6 d th cct.
The glueline thickness must be a minimum of6 d th cct.
The structural bite must be equal to or greaterthan the glueline thickness.
The bite-to-thickness ratio should be between1:1 and 3:1.
The SG joint must be able to be lled usingtdd t ct cd.
The SG joint design must allow the sealant t tht t c c d ch
hyc t.
The above guidelines are minimumt d cd y ct
tc.
Structural Glazing Terminology
Structural Bite
stct bt th dth ctct
c th c t th th
d th . Th d dd,
d, ct d, dd d d
th dtt t t cdd
th dtt th tct t
d
Thickness
Thickness is the distance from the panel to theframe. Proper thickness facilitates the installation th t d dcd t t
dt th t t th
glass panel and frame. Thickness in a structuralsilicone joint is often referred to as gluelinethickness.
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Project Review
GLASS
SILICONE
GASKET
SILICONE
SETTING
BLOCK
CLOSED CELL
POLYETYLENE
BACKER MATERIAL
STEPPED
INSULATING GLASS
UNIT
SPACER WITH
DESSICANT
STRUCTURAL
SILICONE
SEALANT
SILICONE
WEATHERSEALSEALANT
DOUBLE-SIDED
ADHESIVE FOAM
TAPE
POLYISOBUTYLENE
PRIMARY SEAL
SILICONE
SECONDARY
SEAL
GLASSTHICKNESS
STRUCTURAL
BITECONVENTIONAL
INSULATING
GLASS UNIT
ALUMINIUM
PROFILE
Typical Structural Glazing Detail
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Project Review
Windload and Glass Dimension
Th tct t t dcty
t t th dd th d d
th d th . Th hh th dd
d th th d th , th
t th t tct t d.
Th ct hch ct th
tct t t th
ht d d th d
windload that the structural glazing system must dd t ccdt.
m stct bt () = g sht s D. () wdd (p) 0.5
140,000 p
Glass Short Span Dimension (SSD) is the shorter of the two dimensions of the rectangular glass. f , 1.5 y 2.5 , th ssD 1.5 .
Windload is the maximum wind pressure in Pascal for a return period of 10 years based oneuroCoDes d c t. Th dd y th d t D
C. 1 p = 1 n/2
140,000 Pa (0.14 MPa) is the Maximum Allowable Design Stress for both Dow Corning 993dDow Corning 895.
Maximum allowable design stress is based on the Ru,5 value with a safety factor of 6. The Ru,5value is the probability at 75% that 95% of the population will have a breaking strength aboveth .
Thermal Dilatation
Th dt th t t th
d th tct
sealant joint a shear stress that must be consideredduring the design of the SG joint. The amount ofdt t dd th
d t ( t t), -
tt ch d d th sg
yt. Th t t th
d t th t.
Minimum Glueline Thickness (m) = Thermal Dilatation (m) x E Young (Pa)3 m ad st sh
Thermal Dilatation is the amplitude of differential thermal movement between the glass and.
E Young is Young modulus as determined byDow Corning.Dow Corning 993 h Y d 1.4 mp dDow Corning 895 h Y d 0.9 mp.
The Maximum Allowed Stress in Shear is determined by Ru,5 value as determined in shear.fDow Corning 993 th 105,000 p. fDow Cornin 895 th
140,000p.
Structural Bite Calculation for Windload and Glass Dimension
Glueline Thickness Calculation for Thermal Dilatation
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Project Review
Deadload
i td sg d, th ddd ht
th td y th tct c
joint. This situation commonly occurs whenstructural glazing is used on monolithic glass.
Dow CorningStructural Glazing Silicone Sealantsc t th ht th dd
t d t cd th d d t
ddd.
Provided the horizontal frame members are asd th tc ,Dow Corning
consider both the vertical and horizontal or longd th th ddd cct. i
the horizontal frame members will not support the d dd, y cd th tc
th cct.
Min. Bite (m) = 2,500 kg/m3 9.81 /2 x Glass Thickness (m) x Glass Dim (m2)[2 x Height (m) + 2 x Width (m)] x Allowable Design Stress for DL
2,500 kg/ m3 is the specic mass of oat glass corresponding to approximately 25,000 N/m3of specic weight.
9.81 m/s2 ct ty The Allowable Design Stress for Deadload (DL) forDow Corning 993 11,000 p. Th
a D st Ddd Dow Corning 895 7,000 p.
If calculation should be compliant with ETAG002 or if the horizontal frame members will notbe supporting the glass or will deect under the deadload of the glass, just consider 2 x Height (m)
th dt th cct.
Structural Bite Calculation for Deadload
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Project Review
Structural Glazing System Types
Th y dt ty tct
glazing systems available. Common to all of theseyt tht tct c t d
t tcty ttch th t t
th d tct. s th c
ty yt dcd th ct.
4-Sided Structural Glazing4-sided structural glazing is the most commonand usually most cost efcient type of structuralglazing system used in European countries.g td d th
th tct c. 4-dd sg yt
tycy ctd dct cty d
erected at a jobsite.
2-Sided Structural Glazing
2-sided structural glazing systems use structuralc t th d th . Th
th t d th th chcytd t tcty td y
. 2-sdd sg yt ctd
production facility or at the jobsite.
Slope Glazing
Slope glazing is when structural glazing isd d tht t tc. Tyc
slope glazed SG systems are skylights. In suchc, th ht th cdd
the SG joint dimensioning calculations. Forslope glazing applications, European regulations th td ty . itd
slope glazing has also been used successfully onnumerous projects.
Stepped Glass
Many SG systems install the SG joint on thet c th td . i th
yt, th t t dcd
in a step fashion which allows glazing to thetd . m tdt sg yt
install the structural joint to the internal surface th d th t t.
Please refer to Typical Structural GlazingDt 13 tyc
td sg yt.
U-Prole Channel Systems
Th y ty yt tht
t t t ttchd chcy
to the structure by a U-prole in the cavityt th t . Dd
th t th yt, th c t y
or may not be performing as a structural glazingt th d. Th yt t
d yDow Corning Tchc sc
Engineers on a system specic basis.
Total Vision Systems
Tt yt, hch cy d
at the front of a building to maximize vision area,use a glass n to structurally support the vision. i ch c, th 2-dd sg yt y
th tct c h th edge to the glass n. Dow Corning t hd t tcty dd thy
ddt t d.
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Other System Types
Structural Glass Systems
stct g syt, t cd sd
syt btd syt, h d
many high prole buildings. Holes are typicallydd ch c ch d th
ttchd chcy th t
t d. Th yt t tctglazing although they have a similar appearance th t. i ct d, th d
y ttch t th t t
t. i ch d, th t
t h tct ct. i
ty stct g syt, c
t y tt t
ttht th d th c
th t t.
Structural Attachment of Non-Glass
Materials
stct c t c d t ttch
t th th . Dow Corning t
tt d th t t
specic basis. Examples of such materials include
ct t, t depoxy-backed thin stone panels.
Protective Glazing
stct c t cy d
d yt hch dd t tt
th ct t t. i
cases, these systems are also structurally glazed.The use of structural glazing in bomb blasttct d d t d h
been done successfully on numerous projects.i th d, th t y tof a complex glazing system which includes the, d t. Th tct c
t y tt y ch th
t th d t
ct. D t th hyc d
chc t c (.. ctc
t, t dh d dty)
hch c t d t d, hh
c tct c t th
t chc th ct. f
assistance in protective glazing designs, pleasectct y Dow Corning Tchc sc
e.
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Substrates and Materials for Structural
Glazing Applications
it tt th d sg yt
tht th t d. athh
Dow Corning tt d
materials on a project by project basis, certain cdt c dd d
the design phase of the project.
Dow Corning Europe
Adhesion/Compatibility Guide
a t .dc.c th
Dow Corning e adh/Ctty
Guide. This guide summarizes cleaning and cdt Dow Corning
st ty c ctct
t. Th c t
recommendations for specic aluminium prole
ct d ctd, d d ttd dct. a cdd d
specic compatibility recommendations onlaminated glass products, gaskets, tapes and othert. Th d dcy dtd
th t d cdt.
Aluminium Proles
Dow Corning works closely with most of themajor aluminium prole manufacturers in Europe
t y th yt. Dow Corning h t dt dh tt t th
proles from these manufacturers. Aluminiumproles, whether anodized or painted with ayt d ct (ppC), t
chtct d ty (qualanoD
qualiCoaT).
Stainless Steel
st st h d ccy
structural glazing substrate. The stainless steelt chtct d ty d
hd ttd tDow Corning dh
d ctty tt.
Laminated Glass
Some laminated glass which utilizes polyvinylty (pvb) y dt t 6 h
ctct th t c c t.
Th h y thtc cc d
d t ct th c td
in structural glazing applications. For specicctty t d cdt,
t thDow Corninge adh/Ctty gd hch t
.dc.c ctct y td
..
Coated, Spandrel and Tinted Glass
Th y ty ctd, d
d ttd t t th
yt d. Th y tt
cdt th ct . f
specic recommendations, please refer to theDow Corning e adh/Ctty
gd ctct y Dow Corning Tchc
sc e. f th
general recommendations:
Soft coating must be completely removed c t c tct
c t. Th ct d t d
dt tth d dty t
tty th tct d. st ct
are often very difcult for silicone sealant todh t. rd t ct th
c y c t dh
ty t ( c).
Hard coatings are acceptable surfaces forstructural glazing if these products havedttd t tty d t
adhesion has been veried through testing byDow Corning.
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Ceramic enameled spandrel coatingswhich are baked onto the glass during glassdct d hch t d c
ty ct cct c
structural glazing. Some patterned glasses aredifcult to adhere to and must be submitted ty tt y Dow Corning
t .
Tinted glass, like clear oat glass, tempered d ht tthd , cct
for structural glazing. Sandblasted or acid-etched glass may be difcult to adhere to andt ttd tDow Corning tt
t .
Self-Cleaning and Easy-to-Clean Glass
Th ty d
tc t th d
d h ty ct y. fct cdt th ty,
please ask the glass manufacturer and refer to theDow Corning e adh/Ctty
gd ctct y Dow Corning Tchc
sc e.
Gaskets and Rubber Materials
Th y ty t tht
d d d
may not be appropriate for structural glazingct. a ct t
y td th c
plasticizers that may leach into the structuralc d c dct, t d
tty t dh t tt.
Dow Corning cd tt d
of materials on a project by project basis. SomeSG Systems have qualied and pre-tested theirspecic rubber materials. Historically, certain
t ty h t t structural glazing. Following are some generalguidelines for gaskets and rubber materials:
A structural spacer material in direct contactth th tct c t y
ct. mt ch c
t, yth ythy
t ct hh ty
y d pvC t h ttd d
d t cct th ct.
100% silicone polymer extrusions and gasketsd th t ctty th
c t.
Gaskets and setting blocks made of neoprene epDm tycy dc ht cd
c th t. Th
t hd t d ctct
th th tct c t y h
cdt ctct tht h ct
on the performance of the sealant. Projectspecic compatibility testing will determine
th tty th t thct.
Highly plasticized gaskets and extrusionshch c t dh t
d y ctct thDow Corning
stct sc st.
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Dow Corning t ty
c tt ct ct
ccdc th iso 9001 tdd. Th ct
th tdd t d th t
th cd d cdt
th t, hd, d ty
ct Dow Corning Structural Glazingsc st. a t , y t d,
dtd d cy th cd
d cdt t th th ct
th . i y h t d
y th cd
cdt, ctct y c
Dow Corning Construction Ofce or yourDow Corning Tchc sc e
t th Dow Corning st.
General considerations
Material storage and handling
Dow Corning st t td t th
cdd tt d t.
ec tt t y c
t t dd. st c, dh d
hyc t cd hd th t
t hdd d td y. Th t
t dtd d cdt
th d t
t-ct c t.
Shelf life
Dow Corning st t d th th
ttd h . st tht d yd t
ttd h y t c y t t
hyc t d t t d.
Factory vs. Site Glazing
Structural Glazing fabrication may occur ina production facility or at the job site. Two-
ct tct c t tycy d th ctd t
dct cty.
o-ct tct c t y
d dct cty t
or at the job site. All parties involved with aproject, including the architect, engineer andcontrol bodies must support site glazing for aspecic project. Specic local requirements maynot permit site glazing in some instances. Curerequirements and considerations for site glazing dcd t th ct.
Joint Preparation and Sealant Application
Specic procedures and recommendations onjoint preparation and sealant application ared t th ct. Th cd d
cdt h t
sealant adhesion, cure and joint ll. Ignoringor skipping a step in the process could have and ct th c th tct
c. Th cd hd dtd
d cty d y th t .
Quality Control
a ch qty Ct th
t ctc t cc tct
glazing project.Dow Corningd cdd cdt tht t cty
dtd d d y th t .
Th cd t ct d
. i th Dctt ct th
, Dow Corning d ty ct hch c d y th t .
Dow Corning t y th dt
ch ty ct .
Dow Corning dt dct cty
and make recommendations for improvement ifcy. lt th ct t ctc
d sg dct ct.
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One-Component Sealants
Storage Temperature and Conditions
Dow Corning 895 Structural Glazing Siliconest t td t tt
+30C. An expiry date is clearly marked on theproduct packaging. Sealant should only be used ifit is within the expiry date shown on the package.
The sealant should be kept in its original unopenedpackage until the sealant is to be used. Sealanthd td d dy t.
Skin-over time/elastomeric test
A skin-over time and elastomeric test should bed c dy d ch t
t t d. Th th tt t
tht th t c y d h tyc
tc t. ay t ch
excessively long skin-over time may indicate thatth t t h h tdat excessively high temperature. Skin-over time y th tt d hdty. Hh
tt d hh hdty c th
sealant to skin-over and cure faster.
Th cd t d
y t d dct.
pdct ty ct cd, ch
dh tt dct t,
dcd t th ct.
1. Spread a 2 mm thick layer of sealant on aythy ht.
2. Every few minutes, touch the sealant lmlightly with your nger.
3. wh th t dh t y
nger, the skin-over time has been reached.If the skin-over time is greater than 2 hours,d t th t d ctct y
Dow Corning Construction Ofce.
4. a th t t c 48 h.
at 48 h, th t th
ythy ht. sttch th t y
t dt hth t h cd t
tc t. a ct
d t c d c. i
th t h t cd y, d t
th t d ctct y Dow Corning
Construction Ofce.
5. rcd t y qty Ct .
a qty Ct
th Dctt ct th .
Th ctd hd td d y Dow Corning
t.
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Two-Component Sealants
Storage Temperature and Conditions
Dow Corning 993 Structural Glazing Siliconest t td t tt
+30C. An expiry date is clearly marked on theproduct packaging for the curing agent and base.st hd y d t th th
expiry date shown on the package. The sealantshould be kept in its original unopened packagest th t t d. st hd
td d dy t. Ct
c t d t t-tchd.
f ctc t t t th dt
container of material rst.
Two-Component Dispensing Equipment
Guidelines
Dow Corning 993 Structural Glazing Siliconest hh c t, hch
certicated and approved by ofcial authorities andtest institutes for structural glazing applications.py d, th t d ct
-t dh d dty, hch
necessary for structural glazing applications.
Dow Corning 993 Structural Glazing Siliconest cct d
y th t t ch t tdd
c. stt th t tchy th
ct t-ct t
htctd , t d
ch th th dyc ttc .
Th dt ch
t. Th d ch
the market are all different in design, so thereforeDow Corning ty cd tht th
t th d dd y
th t d th
d tc th d t.i ddt t th d th t
, Dow Corning cd tht th
t dtd d c th th
following best practices:
Provide Proper Sealant Storage Conditions
st ct t td th
t cdd t tt
+30C. Sealant can be used at temperatures ofup to +40C. If a sealant container is kept in a
dct cty t tt tthan +30C for one week, replace the material.Ct hd td th
d ct.
Maintain Proper Production Facility
Temperature
at tt th dct cty
must be between +10C and +40C. For bestc, t tt t
+18C to +30C. At colder temperatures,between +10C and +18C, cure rate anddh dt . i hh
temperatures, between +30C and +40C,working time will be shorter.
Avoid Excessively High Humidity
i hh t hdty, th t
cure faster and have a shorter working time.ecy hh hdty (>80%) cd c
t th tt c d dy
affect sealant adhesion. To minimize the damage t th dd t ct,
pails and drums must be kept airtight duringt d t cd th d
t. wh t, th
inside the drum or pail must be ltered and dried(silica gel lters are recommended).
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Curing Agent Must Be Homogeneous
p t c t th d
t, th c t hd y
ctd d ttd th t
hty. D t ct c
d th c t. l d
d cty c t (stdd & Hv)
are more likely to show separation and should be
d t . Hh cty c t(Hv/ger) d t y
but it should be checked in all cases before use.it cdd t th c t t
th dy th d t chd t
th c t t d-.
Properly Maintain Sealant Dispensing
Equipment
it t tht th t th
ty tht tht th td t ct y.
bc th y dt ct
d t, tc
t d. rt c
to all equipment manufacturers include:
Sealant must be dispensed free from exposuret . Dow Corning 993 Structural Glazingsc st t cd
cd yt t . a
ctd t th t y h
dtt ct th dh
d c th t. a td
d th ch t ct t
be completely bled out or ushed out of theyt t .
Regularly inspect and maintain components th d t. a c
ctd t th t th
is defective or gaskets have hardened or dd t th
yt. wh hh
t th t yt,
regularly check the follower plate to ensuretht t thy d t
blocked by a damaged drum or pail or by adamaged or brittle gasket. Proper maintenanced c th h t
properly mixed sealant. Filters and gasketshd y ctd d cd
cy.
Ensure that there is no contamination oft ct. st t t c
ctct th chy th
equipment. Pumps must be checked fortht d hd t d th
t.
wh t ch
Dow Corning 3522 C st
Ccttd c th
, th t t ctycd t th t t d
ctt th t th t. a
gaskets must be compatible with the cleaningt.
Regularly maintain gaskets. Some gaskets,cy th dct ctct t th t
ct, cd c tt h
c t d .
Deteriorated gaskets must be immediatelycd. p t y t
supplier gaskets and other components, which ct d cdd
th Dow Corning 993 Structural Glazingsc st. Th t
hd d chd
replacement of gaskets. Please contact yourDow Corning Tchc sc e
you need specic recommendations.
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Surface Preparation and Sealant
Application
Every structural glazing project requires adt d thh cd t tht
tt y cd t t
ct. Th cd hd
followed for every structural glazing application.
fth dct th c, dc cd cdd th t
ct.
1. Inspect tt d t t
. Th t d dct t
tt th t tht
ttd d d y Dow Corning. Th
substrates, i.e. aluminium proles, should d cdt d t dd y
td th.
2. Clean tt cdd th
Dow Corning written approval for the project.Jt c t y c, dy, dt
d t . mt ctt
th c y h d ct
t dh t tt.
3. Prime th c t c t d
y thDow Corning tt th
project.
4. Place the glass or panel to be glazed. Caremust be taken to not contaminate cleanedc d y h dct.
i ctt cc, c t
cd.
5. Apply sealant into the SG joint cavity. Thejoint must be completely lled with sealant.by h th d t t th
joint in a continuous manner, air entrapmentc dd.
6. Tool or strike the sealant joint surface with at dc ch t. Th t
must be pushed into the joint with a tool.
Scooping excess sealant from the joint is notcct t. T h t
that the sealant wets out the joint surfacesand completely lls the joint without airtt.
7. Inspect the nished SG units. Determinewhether the entire SG joints have been properlylled and tooled. Determine wether the SGt td th cdt d
ct hth th t c y.e tht th cdd ty
ct tt d.
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Substrate Cleaning Procedure
The key to acceptable sealant adhesion is a cleanc. f cd t c
- d tt.
Non-Porous Substrates
n- tt ch d
t cd th t t
ct t.Dow Corning cdth t-cth c thd d t c
- t. Th t-cth c
thd dcd t th ct.
Dow Corning r-40 C cdd
t c - tt.
att t cdd. i t
th th Dow Corning r-40 C t
d, dty th ctd t d
completion of the SG Project Testing Form.Dow Corning will test with your specic solventd. p t, d dtt t
cct c t.
Porous Substrates
p tt ch t, ,
t cct d d
cdd . Th tt
d t cy th
non-structural applications. For speciccdt tt,
t th Dow Corning bd eWeatherproong Manual which is available at.dc.c.
Solvent Consideration
Th t d th ct
cdd d c th
these products. You should always check withth th tt t tht th
c cd d t ct
th ch tt.
Masking
If aesthetics are important, surface adjacent tothe SG joint can be protected by masking. Priorto sealant installation, a masking tape can beapplied to the surface adjacent to the joint. Testth t t t tht t c y
d d d t d th tt.
D ct th t, d t y th
tape to joint surfaces since residual adhesive fromt y h t dh. idty
t th t h d d td,
th t.
Two-cloth cleaning method
Th t-cth c thd
tch t c - c. Th
cth t c tt t
cdd cd d t ct
t cth. C, t, t, t-
cth t d. Th thd ct c th tt th t ttd
cth d y dy th t
c cth. f th cd dcd
in greater detail:
1. Thhy c c
d.
2. p tty c t t
a working container. A clear plastic, solvent-resistant, squeeze bottle works best for this. D t y t dcty
th ct.
3. Wipe the joint surfaces with sufcient forcet dt d ctt.
4. idty dy th t t
c th tt th t c,
dy cth. Th cd cth t thtt th t h td.
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5. vy ct th cd cth t dt
ctt cty d.
i th cd cth dty, t th
t-cth c thd t th cd
cth c. f ch t
c, tt ch cth t c t
th cth. D t c th th dty
t th cth. f t t, c
d d dty cth ty.
Substrate Priming Procedure
Dow Corning 1200 os p cy
the primer recommended for structural glazingct. Th cd dc
h t y c th
Dow Corning 1200 OS Primer:
1. b , y tht thDow Corning 1200
os p th t ttd h . Th
primer should be stored below 25C in its d ct. Th
should be clear and water-like in appearance.If the primer is milky white in appearance, dot th . rd cd
.
2. Joint surface must rst be clean and dry. Thet hd th
(4) h t th c t. i th
a greater time delay, joint surfaces must becd t .
3. p t t c,
dy ct. D t th 10
minute supply of primer into the workingct. rc d tht th c
th ct dty t d
th . ec th
t thc t c
it to deteriorate and turn milky white in thect.
4. p t th
working container onto a clean, dry, lint-freecloth and gently wipe a thin lm on all jointc . ay y h
t t th c. o c
c dh t th t d
th tt. i t ch d,
powdery white lm will form on the substrate.o t cct ctc d
hd td dty. od
c t cd d d
.
5. a th t dy t th t
evaporates. This typically takes from 5 to30 t dd tt d
hdty.
6. ict th c dy d th
c . a d -porous surface will have a slight haze. If redcd d, th d c
d c. pd c t
d th th t (4) h. ay
c d d t d th
h t cd d d
y t.
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Placing the Panel
The glass or panel can be placed once the prolesh cd d d cy.
Th c d cd hd
d t th t t th
or panel. Care must be taken to not contaminatecd d d c tht t
d. f t c c dh .
Dow Corning cd th d- t t hd th
is concern about physical contact with the jointc.
Site Glazing Considerations
mt th tt c d
cd dcd y t th t
glazing and factory glazing. Key considerationsfor structural glazing on site include:
Sealant must be stored away from excessiveht. e th t t hh
tt d c th t t
dd d c y.
An application temperature range of+10C to +40C is recommended. At lowertemperatures, the substrate must be kept cdt t. stt
temperatures in excess of +50C willdy ct th c d dh th
t t th tt.
Because environmental conditions cannot becontrolled on a jobsite, joint surfaces must becd d d d th t
cd d d (1) h .
Temporary fasteners must be used to keepthe SG joint stable during cure of the sealant.
Dow Corning 895 requires 1 to 4 weeks c. st c t
is inuenced by the SG joint geometry,tt d hdty. Ty
t y y d c th
t h dd c d dh
A comprehensive quality control programwhich includes the skin-over time, elastomerictt, dh tt, H-c tt d
deglaze test must be followed. Dow Corning c t th dt
ch ty ct
for structural glazing on site.
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Sealant Application and Quality Control
Procedures
Sealant Application Procedure
Sealant should only be applied in SG jointshch h cd d d y th
cdd cd. st t
d t c, dy, dt- d t-
surfaces and the joint surfaces must be primed ifcdd y Dow Corning for the specicproject. Sealant adhesion may be harmed by animproperly cleaned or primed SG joint. Sealantmust also completely ll the SG joint. Thec th sg yt ddt
having appropriate structural bite. An underlledSG joint may jeopardize the performance of thesg yt.
Th cd dc th procedures to apply sealant:
1. ay t ct t
ct d t.
A positive pressure, adequate to ll the entirejoint, should be used. By pushing the beadof sealant into the joint in a continuous, tt c dd.
2. T th t th ht
skin forms on the sealant. This is typicallyth 5 t 10 t.
3. ad th t t d ch
t d t. Dy t
cdd. D t c t c
th d t cty h t t th
joint causing the sealant to fully wet out thesides of the joint.
4. If the surface adjacent to the SG joint has beenmasked, remove the masking at this time.
Sealant Cure Requirements
a c t hth -ct
t-ct t thc
t t c. i cd ct ccd
joint that is not exposed to atmospheric moisture,t c t tt. st
dh y cc th t d
t c t t hyc t. p
that the tooled sealant joint is fully exposed to thet.
Site Glazing Cure Requirements
Temporary support of adjoining materials must d d th c tct t
site glazing. The SG joint must be static duringc t t t th t t c
d d dh d tth.
Dow Corning 895 Structural Glazing Silicone
Sealant typically requires 1 to 4 weeks or longerto fully cure depending on the joint geometry,tt d t hdty.
Factory Glazing Cure Requirements
Dow Corning 895 Structural Glazing SiliconeSealant typically requires 1 to 4 weeks or longert c dct cty t. C
rate depends on joint geometry, temperature andhumidity. The structurally glazed units must notbe moved to the jobsite until the sealant has fullycd d t c dttd thh ty
ct tt tht th t h chd
dh (100% ch ).
Dow Corning 993 Structural Glazing Siliconest c d ct th 3 t 4
h dd tt d hdty.
Th t y ch dh
(100% ch ) 1 t 3 dy. Th
structurally glazed units must not be moved
to the jobsite until the sealant has fully curedd t c dttd thh ty
ct tt tht th t h chd
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adhesion (100% cohesive failure). Verication oft c d dh d thh th
dh d/ H-c tt. it
th ty th sg ct t
th tt cd th . Th
cd dcd t dt t
th t ct.
Reglazing Procedures
Glass breakage occurs during all phases of aconstruction project and even long after the buildingis completed. How a system will be reglazed isan important design consideration. The specicprocedures will vary from project to project.Following are general guidelines for reglazing.
Reglazing Due to Glass Breakage
Th cd tht
Dow Corning Silicone Structural Glazing Sealant
was originally used on the project and that the cdt t th
ctct th . i th t
t , ctct yDow Corning
Construction Ofce.
1. ft dt tht th t t
dhd. a dh tt t
performed to conrm that the existing sealanth ct dh (100% ch )
t th . i ct dh tchd, ctct y Dow Corning
Construction Ofce.
2. r t dd . Dd
th d, th y d
ctt d .
3. Cut away the silicone leaving a thin lm(1 t 2 ) t th . Ct
th t t cy. ict th t d,
care must be taken to avoid damage to the nish th tt d th t.
4. i hy d t d th
1 h t ctt th cd t, t
c th t c c
t cy. sc c t
y dh t cd c t,
d c t t
dh t c t. i th t
c t cd, th d
t t t ct th
t.
5. i th t t cty d
d t th , t c th
d. p y
d. p t th
Dow Corning approvals for the project.
6. C d th
tt th . rc th c
cy d t th . it tyt t th t
attached as the sealant cures. Mask the joint cy.
7. Fill the SG joint with a fresh bead of sealant.Tool the joint and remove the masking ifd. p t th t ct
cd dcd th ct.
Inspect the joints to ensure that they are
completely lled and properly tooled.
8. at th t h y cd, th ty
c y d. o-ct
sealant cure may take 1 to 4 weeks or longerdepending on the joint geometry, temperatured hdty.
9. qty ct d dcd t
th t cty d.
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Some SG systems do not allow easy reglazing ofth dd . Th yt dd
t h th t ct t, cd
th , d d cd tth. i
ch tc, th t ct
guidelines for new factory glazing which isdcd th ct.
In some instances, the structural joint cannot ccd c th h t. wth
yt ch th h th ct
removed and the glass must be set in the eld,it is acceptable to use the following reglazingcd. p ct th y
Dow Corning Tchc sc e
to using this reglazing procedure.
1. r th dd d th
tt dcd t 1 thh 7
ct sc pt dst act.
2. ay t dcty t th . eh
sealant must be applied to comfortably overllthe SG joint once the glass is set on the frame.Th t t th 10 t
t ct. Th t c
the sealant so it sufciently lls the jointsth tt . i
possible, the joint surface should be tooled.
Reglazing Due to System Failure
athh ct yt tct
glazed system is very rare, there are situations,particularly with older SG technology or linkedt ty t ctd th th
tct c, h t sg d
must be replaced. Because these projects can y c, ctct y
Dow Corning Tchc sc e d
th tt d h th
dt.
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Quality Control Test Procedures
General Considerations
qty Ct th t tt
elements of a successful structural glazingproject and is the primary responsibility ofth sg ct. Th ct th
hd y dtd d cty
d y th t . Th cd dcdt d th ct th
dt ch ty ct
. i th Dctt ct th
, Dow Corning d ty ct
hch y c th dt
ch ty ct y th
t .Dow Corning t y th
dt ch ty ct
program specically for your organization.Dow Corning dt dct cty
and make recommendations for improvement ifcy. lt th ct t ctc
d sg dct ct.
Sealant Production Quality Control
D dct, dc ty ct hd d Dow Corning 993 sc
Structural Glazing Sealant produced through thet-ct d t. Th
tt cd h t th t
y d t th cct t. Th tt
d th cdd cy h
the following table:
Sealant Production
QC Test
Frequency of Test
After Each Pump
Start-Up
After Each
Container Change
Diagnostic
Investigation
g Tt rd1 rd1 rd
Buttery Test rd1 rd1 rd
s T Tt rd rd rd
m rt Tt nt rd nt rd rd
athh Dow Corning 993 Silicone GlazingSealant - Black is most commonly used, thet ht, y ct
colors for special projects. In such cases,
performing tests such as the glass test and buttery
test will be more difcult. Please contact yourDow Corning Tchc sc e
specic quality control recommendations fory htDow Corning 993.
1 Either the glass test or buttery test must be performed at the scheduled frequency. It is not required that bothtt d.
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Glass Test
Th g Tt cd d t t
th Dow Corning 993 sc stct
Glazing Sealant. This test is performed each time tt- d t th th c t
ct chd. Th
th tt t dt hth th t-
ct d t dty
th t d c t.
f tddDow Corning 993 Black, the sealantbase is white and the curing agent is black.When properly mixed, the nished sealant isuniform black, with no grey or white streaks.i c th t dd
check valve, a clogged hose, a clogged mixer,tc. r t tc h t
t . p ct th
y d t ct
tc d. i y, ht ctcd Dow Corning 993 sc stct
Glazing Sealant is being used, please contacty Dow Corning Tchc sc e
cdt.
T th g Tt mthd, y d
t t c, c hch
ty 10 c 10 c. pc th
c, c t th c,
th t c tth. p t th d th . Th t
dchd t hd th y
inspected for grey or white streaks. The sealantshould appear completely uniform and black.i t t, th tt
t ddt t cd thh
th ch. it th t t ,
t tc y d. i
ddt tc d, ctct
yDow Corning Tchc sc e.
Glass Test: Proper Mixing
Glass Test: Insufcient Mixing
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Buttery Test
The Buttery Test is a procedure that is similart th g Tt. Th tt d t ch
tt- d t th th c t
ct chd. Th th
tt t dt hth th t-ct
d t dty
th t d c t. f tdd
Dow Corning 993 Black, the sealant base is whiteand the curing agent is black. When properlymixed, the nished sealant is uniform black, withno grey or white streaks. Improper mix can bethe result of a damaged check valve, a cloggedh, cd , tc. r t
tc h t t
. p ct th y d
t ct tc
d.
i y, ht ct cdDow Corning 993Silicone Structural Glazing Sealant is being used, ctct y Dow Corning Tchc
sc e cdt.
f th cd
Buttery Test:
1. fd ht t, ht a4 h.
2. ay d t t th d th.
3. p th ht tth c
the sealant into a thin lm.
p th t d y ct th
t dct
Apply Sealant to
Folded Paper
Press Together
Insufcient Mixing
Proper Mixing
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Snap Time Test
oc th t thd
by the Glass Test and/or Buttery Test, a SnapT Tt t d. Th tt
d ch t tt- d t
th th c t ct
chd. Th t tt h t dt
th t cct d hth th t
c y. md t hd
like a one-component sealant until the chemicalct t th t d c
agent begins to take place. The sealant will in att t t d t
h tc t.
Following is a procedure for the Snap Time Test:
1. f ct th d
Dow Corning 993 Silicone Structural Glazing
st.
2. Place a small stick or spatula into the sealant.rcd th t.
Every few minutes, pull the stick out of thet. D t t tt th t. a
th t c cd, th t
c ty. oc th t t chy
and snaps back once it is pulled, this is the snapt. rcd th t.
Th s T Tt y dd
tt d hdty. Hh tt
d hh hdty c th t t
t. Cd tt d
hdty cdt th t. o
the following page is a gure which shows thect tt t. s t
y tt t tt dd
h th t ttd. a, th
t t t t t d th
t . Hhy t
cd dct th th
. Th t tt dtt t tht th t d c. i th
t d t c, th th tt
d.
Stick Inserted Before Snap Time
in Cup Snap Time
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Mixing Ratio Test
Th m rt Tt t tt tht d
yDow Corning dy tt. Th tt
t dt hth th t t th
cdd t 10 t 1 y ht. mt
t-ct c d ch
d t hch th
ratio to be checked. Following is a procedure toperform the Mixing Ratio Test:
1. Pressure valves must be adjusted in such away that the pressure is equalized for bothct.
2. Hd d c dth ch
tt th . o th 10
seconds or at least 3 strokes of both the based c t .
3. wh th t c, th ht th
c t. Th ht t t th t-
ct hd t 9 t 1 d 11
t 1.
it h th c Dow Corning tht
th tt t dy ty ct
tt. it tt th cc th
th th t th t. Th tt
thd y d dtc tt d
with the glass test or buttery test and the snaptt, hd th tt
t . Dow Corning Tchc
sc e t t y
th cc th c
Dow Corning 993 Silicone Structural Glazingst.
Typical Snap Time vs. Temperature for Dow Corning 993 Structural Glazing Sealant
Snap Time vs. Temperature for Dow Corning 993 Structural Glazing Sealant
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Adhesion and Cure Quality Control Tests
Th dh d c ty ct
tt ddy d tth th t
t dt hth y h cc
structural glazing project. Each test is valuable t y d t cdd t
y ch ty ct .
Dy p dh tt cdd th
daily test to verify sealant adhesion. For anodized tt, th t dh
t dcd t 15 t t
. H-c tt cdd
tt t y cd t t.
Deglazing is a procedure to verify proper sealantdh, c d ty ct dct
t.
Dow Corning th dh d c
ty ct tt d y th t
t th cy cdd th
following chart:
Sealant Adhesion
and Cure QC Test
Frequency of Test
After Each Pump
Start-Up
After Each
Container Change
After Each Substrate
Change
p adh Tt
Dyrd rd rd
p adh Tt
wt
rd (y
anodized aluminium)rd (y
anodized aluminium)rd (y
anodized aluminium)
H-pc Ttatt t p
adh Ttrd1
att t p
adh Tt
H-pc Tt wt
att t p
adh Tt wt
(only for anodized)
rd1 (y
anodized aluminium)
att t p
adh Tt wt
(only for anodized)
Deglaze Testnt gy
rd2nt gy
rd2nt gy
rd2
1 H-pc tt t ch ct ch y t d yDow Corning c.2 Deglaze testing is a valuable test that should be included in every comprehensive quality control program.Deglaze testing may be required for specic projects or if special warranties are requested.
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SEALANT
BONDBREAKER
TAPE
GLASS OR
ALUMINIUM
SUBSTRATE
SEALANT
BONDBREAKER
TAPE
GLASS OR
ALUMINIUM
SUBSTRATE
Peel Adhesion Test: Cohesive Failure Peel Adhesion Test: Adhesive Failure
Peel Adhesion Testsp dh tt th t ct dy tt
t y t dh t tt. Th
c tt hd d th dy
tt t y dh t t tt.
Th tt hd d tt t
hch th t ctd t h dh t
the following intervals:
After each pump start-up or after extendedbreaks
After a change of the curing agent or basect
For each new lot of substrate
f dct th dh
test:
1. C d th tt cdd
yDow Corning.
2. pc c ythy ht d
breaker tape across the at surface.
3. ay d t d t t t
t ty 20 c , 1.5 c d
and 6 mm thick. At least 4 cm of the sealanthd d th ythy ht
or bond breaker tape.
4. it et to ed a we eh halway wthn
the ody o the ealant. fo et eult, olventclean and pe the ceen to enue good
adheon to the we eh. i we eh not
avalale, elale eult can tll e acheved.
5. at t c, th 4 c t t
hch y th ythy ht. p
the sealant at a 180 angle. Peel back only 1t 2 c t th d
c ddt tt.
6. i th t t th t d
y dd t th tt, th cd
ch . 100% ch
d c th dct tht th tth dh t th th tth
ch.
7. i th t th tt, th
dct 100% dh (
0% ch ).sc t dh
d t, t th tt t
ddt 24 h c. Ct t
100% ch chd. i dh
d t d ctd, ctct y
cDow Corning Construction Ofce
For anodized aluminium and when 100%ch cdd dy cdt,
c th t tt d t
for 15 minutes at room temperature. Take outth t th t d tt
tt cd. 100% ch
t cdt d. i dh d t
d ctd, ctct y c D
Corning Construction Ofce.
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f ddt cdt
for peel adhesion testing:
Peel adhesion tests must be run on production th ct t tt
or prole.
The substrate should be cleaned exactly they th dct t cd.
The peel adhesion samples must be cured inth tt d hdty tht th
dct t td.
Samples should be tested periodically, 1, 2, 3 dy c
Dow Corning 993. Tt c ccd c
th dh tt h dh
100% ch . fDow Corning 895,
dh tt hd d t 7dy t.
For the wet adhesion test required for theadhesion on anodized aluminium substrate,no specic reconditioning required before the tt.
Local authorities may required specic andadditional testing procedure such as: Once
ch dh, dth tt t dy
t dy d tt th ch
.
Important: SG production units can only be
shipped to the jobsite once full adhesion has
been veried by successful peel adhesion tests
under dry and wet conditions (for anodized
aluminium). 100% cohesive failure required.
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H-piece Test
Th H-c tt th y tt d t
t t c t. Th tt hd
d c y ct
d c t. i ct chd,
H-piece test should be used to conrm that thet c t cct. i
tc, Dow Corning y t H-
c tt t ch tyct th cd ch
adhesion and deglaze testing are performed at t cy d c tdd
d t d t H-c tt.
Th H-c tt c d dy dh
ty ct tt t c th tt
cctd t , th tt th
cdd dy dh ty ct
tt.
ey t ct chd, H-c
tt hd dcd. s hd
d ct dct tt
(aluminium prole and glass, typically). Thett hd cd d d th
dct t d.
Th tt hd td th
tt d hdty t th
ct dct t.
The rst H-piece sample should be tested when
production units are to be shipped to the jobsite.Th dh tt hd d t y
dh (100% ch ). f
dh tycy cc t 1 t 3 dy
c Dow Corning 993 and 1 to 4 weeks forDow Corning 895, depending on joint geometry,tt d hdty. Dow Corning 895
t h dh d c th ct
dct t th t hd t
the jobsite. If properly cured, the sealant should
h tth 0.70 mp th 100%ch . i t t cct,
cd H-c ddt
tt.
wh dy t cct h
H-c tt d tt t p tt
for anodized aluminium, wet testing must also td t 15 t t t
tt. f dh (100% ch
) d tth 0.70 mp t
chd dy d t cdt.
b dt h th d
H-piece sample:
Tt c d d
block which has been cut to allow a cavity tobe lled with sealant in the dimension shown.The wooden block should be pre-treated with asoap solution or parafn wax to provide a bond-broken surface for the sealant. Alternatively, a
polyethylene bondbreaker tape can be appliedt th d c t ctct th t.A polyethylene U-channel specically designed th tt thd c d. T
H-c hd dcd y
12mm
50 mm
50mm
12 mm
Glass
Silicone
Glassor
Metal
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ct c t d d
dct. Tt hd td th
cdt th ct dct t.
o hd ttd t th t tht
production units are to be shipped to the jobsite.sty, dh tt hd y
dh (100% ch ) t th
t.
H-c c ttd th th
tt thh th r
sc. a r sc td
th c t tt t c d
dh th ct c t.
The weight applied to the silicone joint is equalt th ht (w) th r sc t
t th t /. Th H-c
hd ttd t t. Th t tth
t t hd 0.70 mp.
Th cd t tth 12 *
50 * 0.7 = 420 n d t th tt c.
This strength corresponds to a load of 42 kg. If ther sc dd t h / t 10,
weight of 4.2 kg should be applied to the plate (W).
Th d hd d
10 cd th dh
ch th H-c. i
rupture occurs, incrementally add 0.5 kg to thec t th H-c t. rcd th d
t t d ct ch d
th tt .
i c c tdd, H-c tt
th Dow Corning 895 Dow Corning 993
hd t tth 0.70 mp
th 100% ch t ct dct
substrates. For anodized aluminium, samect t chd t th 15 t
t t tt. rt
H-c tt hd cdd ty
ct . a cy sg qty
Ct l cdd th Dctt
ct th .
R
W
R = W * b/a
a b
Roman Scale
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Deglaze Test
Deglazing is a method of quality inspection usedto conrm sealant adhesion, joint ll and qualityin actual SG production units. Deglazing includescomplete detachment of a structurally glazed . oc th
d, th c t ctd
cure, mix, uniformity of ll, lack of bubbles or tt d t tty, t y
sealant adhesion. Deglazing is very useful toproduction personnel as a form of feedback onth c. pdct hd
t d th ct.
icdd th Dctt ct th
manual is a deglaze inspection form. Duringct, th t hd
evaluated:
Measured dimension of the structural bite.Th tct t dtd
in the project review must be satised. Anunderlled joint may affect the performance th sg yt.
Measured dimension of the gluelinethickness.
Adhesion of the structural sealant to the
tt d . st t ch dh (100% ch ) t
tt.
Sealant uniformity of cure and sealant mix.
Lack of air entrapment and bubbles in thet.
Any deciencies observed should be reported in
th sg qty Ct l.
Dow Corningd t th tt thd
tdd ty ct cd. nth
t d ctc tht hd ctd
ch ty ct .
For special warranties and certain projects,Dow Corning y th cd th
ty ct .
Deglazing should be performed as a regularty ct cd dct
t. Th tt c d dy
y dct . addty, th tt
hd y d t h th
dd th d t
be replaced. When replacing the glass, a deglazect c y d. g c
effectively removed using a knife or piano wire.It is best to cut the sealant mid-way in the joint so
tht h t t th d t dh tt t d. a
dh tt, dcd th ,
c d th t.
f cdd cy
deglaze testing to be performed on a project:
1. First Deglaze 1 unit out of rst 10 unitsctd (1/10)
2. Second Deglaze 1 unit out of next 40 unitsctd (2/50)
3. Third Deglaze 1 unit out of next 50 unitsctd (3/100)
4. Through remainder of project, 1 unit of every100 t ctd
f th tc, ctct y Dow Corning Tchc sc e.
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Documentation
Th t d
ty ct dctt th
project. Dow Corning d th , ty ct tht c
used on their own or as a model for a customizedquality control manual. At completion of a project,
th ty ct t dd tDow Corning ty td.
Dow Corning recommends that projectdctt td t t th th
th ty. Th dct hd
t Dow Corning or local ofcials iftd.
a ch ty ct
SG project should include the following:
SG details that were reviewed and approvedyDow Corning
Dow Corning Project Checklist approvaltt()
Project substrate and materials descriptionsand specications
Dow Corning dh d ctty
tt()
In-house SG production and quality controlcd
Completed sealant production quality controllogs with glass test, buttery test, snap timett d t tt t
Completed sealant adhesion and cure qualityct th dh tt dy d
wet conditions, H-piece test and deglaze testt
Traceability documentation which allows eachdct t t cy ctd t
specic date, time and location of production.a dct t t d tht
they can be specically linked to the qualityct . Th t ch th
building should be marked on the elevationdrawing so that it can be easily identied if
d. Th tcty dctt ctc th t tht d t
be investigated on a project.
Dow Corning t y th dt
ch ty ct .
D pdct d qty Ct adt,
y ch ty ct
td.
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Production and Quality Control AuditDow Corning will audit the structural glazingdct d ty ct t
y Dow Corning Structural Glazingsc st. D th dt, th t
dct t, ty ct
cd d dctt td.
Dow Corning d cdt
t d th ct th th sg ct. f
th tt t tht
Dow Corning will be evaluating during an audit:
Production Facility Operations and Safety
Cleanliness of the production facility
Production facility temperature and humidity
Proper sealant storage and handling
Properly operating and well maintainedt d t
SG Design and material approved byDow Corning
Proper substrate handling
Compliance withDow Corning cddsealant application procedures: two-clothc thd, , t ct,
t, tc.
Storage and handling of production units
Compliance with reasonable safety proceduresincluding safe handling of ammable materialsd tct t
Quality Control
Compliance with Dow Corning tproduction quality control procedures: glasstest or buttery test, snap time test, mix ratiott
Properly completed sealant production
ty ct
Compliance withDow Corning dh dcure quality control procedures: peel adhesiontest, H-piece test, deglaze test
Properly completed adhesion and cure qualityct
Traceability documentation in accordancethDow Corning cdt
Commitment by management to train d t ch
ty ct .
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Maintenance and Repair
Structural glazing systems which utilizeDow Corning Structural Glazing Siliconest d t tc.
Dow Corning c t hty
tc t t-t ht, t,
ozone, acid rain and other natural elements.Dow Corning c t h d
ctct ct 40 y dt c t th d
t h h tt dc ddt
c hyc t. Th,
t d ctd tht th ct
c t d ht
-t c dd tht th
correct product has been specied and that thet h d ccdc th
Dow Corning cdt.
pdc ct th t d tct
glazing system is recommended. Some localt y dc ct y
ddt ty. Th tdd d
cy ct t tyc ct
frequency would be as follows:
1t ict - u ct thtt
2d Inspection 1 to 2 years after installation
3d Inspection 5 years after installationd y t 5 y ct
Method of inspection may consist of:
1. Visual inspection of structural glazing systemd tct c t. o y
dct t dh t
hyc ty ch.
2. Hand pressure on accessible sealant joints toy t dh
3. u sg ct cd ch
dcd asTm itt stdd
C1394.
athh c t y d t
tc, c t y
subject to mechanical damage such as vandalismor bird attack. Damaged areas can be repaired with
th c t. p ctctDow Corning th cdt.
sc t y h ch
c t cct
thc t, dt th
ctt. a ch c th t
c y . Th ch d t ct
th c th t. i ch c,
ctt c y d th th
t d d dtt. ad hch cd d th t.
p ctct y Dow Corning Tchc
sc e th tc
d.
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European SG Project ChecklistA European SG Project Checklist must becompleted for each project. The EuropeanSG Project Checklist can be accessed at
.dc.c. p ctct y
cDow Corning Construction Ofce for moret.
Project Name and Location:
Project Start Datedd//yyyy
ettd Ct Dt
Project Description: s. m sgFacade:
SG System Type: 4 Sided 2 Sided SG System Manufacturer:
Technical Contact: Email:
Phone: Fax:
Architect: Consultant:
General Contractor: IG Manufacturer:
DC Sealant(s) used:
lt g Hht () shtt g Hht ()
lt g wdth () shtt g wdth ()
D wdd (p) Ddd st (Y/n)
oth ld (p)Slope Glazing Angle
from Horiziontal
sd g v g ltd g it g
Total Thickness of
ot p ()
Total Thickness of
i p ()
DC IG Sealant Used: 3362 3793 ig Jt D. ( )
Proles Exposed tootd T. (Y/n)
Max. Prole Temp. (C)
a Steel Prole?
Max. Glas Temp. (C)
Tt DProduction (C)
pd stct btD ()
pd gThickness (mm)
Proles Tested/Approvedby DC? (Y/N) Document ID Number:
sg dt H b st w b st t DC (Y/n)
n/ stdd sg syt
Additional Comments:
993 756791 797895 oth
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SG Project Testing Submission
s t hd td thh
Dow Corning Coins hch c ccd
t .dc.c. p ctct y
c Dow Corning Construction Ofce for t d cc. Th
information is required with each SG projecttesting submission:
Project Name andLocation:
DC st() t
tested for this project:
C st()
Type (i.e. Anodized) s C lt n
Prole Description
Prole Description
Prole Description
mct Ty (.. Ctd) n/bd C
g Dct
g Dct
mct Dct n/bd C
oth stt
oth stt
mct Dct s n/bd
accy mt
accy mt
Description of sample type and size to be submitted to Dow Corning:
Aluminium or Steel Prole 4 c ty 20 c
Ctd, ed y ttd
3 c ty 20 c 15 c
accy mt (tct c,
gaskets, tapes, setting blocks, etc.)
2 c 2 th ty 10 c
s hd
t t th
address:
Dow Corning S. A. Parc Inustriel Zone C B-7180 SeneffeAttention: Sealants Testing Lab [email protected]
993 895 791 797 756 oth
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Sealant Production Quality Control Log
Company Name & Location:
Project Name & Location:
Dispensing Pump Type & Location:
Dt TT. &
Hdty
C/a lt
n
b lt
n
g
Tt
s
T
Tt
m
rt
Tt
Tt
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Sealant Adhesion Quality Control Log (Peel Adhesion Test)
Company Name & Location:
Project Name & Location:
Dispensing Pump Type & Location:
Cleaning Solvent: p
Substrates: Primer Lot Number:
Dt TT. &
Hdty
C/a lt
n
b lt
n
p adh Tt
(% Ch f)Tt
Dy 1
Dy wt
Dy 2
Dy wt
Dy 3
Dy wt
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Silicone Structural Glazing Manual
Product Quality
Sealant Cure Quality Control Log (H-Piece Test & Elastomeric Test)
Company Name & Location:
Project Name & Location:
Dispensing Pump Type & Location:
Cleaning Solvent: p
Substrates: Primer Lot Number:
Dt TTemp. &
Humidity
C/a lot
numerbse lot
numer
H-piece
Test Dry
H-piece
Test wetet-
c
Tt
Tt
mp %Cf mp %Cf
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Silicone Structural Glazing Manual
Product Quality
Sealant Adhesion and Cure Quality Control Log (Deglaze Test)
Company Name & Location:
Project Name & Location:
Dispensing Pump Type & Location:
Frame Description: Cleaning Solvent:
Primer: Primer Lot Number:
Base Lot Number: Curing Agent Lot Number:
Glass Description: Frame Number:
Sealant Application Date: Deglaze Test Date:
rt d ot:
Measured SG Bite (Glass): Measured SG Bite (Frame):
Measured Glueline Thickness:
Joint Fill:
Sealant Mix:
Air Entrapment or Bubbles:
Sealant Adhesion to Frame:
Sealant Adhesion to Glass or Panel:
Sealant Cure Uniformity:
Other Observations:
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