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NO. 320
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![]() ASPHALT |
![]() FIBRE |
![]() CERAMAR |
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![]() SPONGE RUBBER |
![]() CORK |
![]() SELF-EXPANDING CORK |
Uses
SEALTIGHT Asphalt Expansion Joint can
be used in 80% of all control joint applications. It is ideally suited
for joints in sidewalks, driveways, streets, single and multi-level floor
slabs. Due to its unique self-sealing characteristic, no subsequent joint
sealing is required.
SEALTIGHT FIBRE Expansion Joint is ideal for use on highways, streets,
airport runways, sidewalks, driveways, flatwork and scores of commercial
and industrial applications. Use SEALTIGHT SNAP CAP to install 1/2"
(12.7mm) below the concrete surface and seal with SEALTIGHT #164, HI-SPEC
or Cold-Applied SOF-SEAL for maximum protection from water infiltration,
weathering and to assure proper performance. Refer to Catalog Nos. 220,
221, and 224.
SEALTIGHT CERAMAR Flexible Foam Expansion Joint is gray in color and provides
an excellent joint filler and back-up material for use in either horizontal
or vertical applications where expansion and contraction movements must
be accommodated. CERAMAR is compatible with all currently popular cold-applied
sealants, caulks and hot-pour joint sealing compounds. It is lightweight,
highly flexible and easy to cut or form in the field without waste. CERAMAR
compresses easily for use with shrinkage-compensating concrete and it
may be used to relieve stress and pressure in concrete pavements.
HIGHLY FUNCTIONAL JOINTING AND SEALING SYSTEM: Two excellent SEALTIGHT
Products, CERAMAR and GARDOX Horizontal Sealant, may be used together
to provide an excellent horizontal sealing system for plaza decks, sidewalks,
driveways, commercial and industrial floors. Refer to SEALTIGHT GARDOX
Data Sheet No. 226.
SEALTIGHT SPONGE RUBBER Expansion Joint is frequently used on bridge structures
and sewage treatment plants that undergo rapid changes in temperature.
Because of its excellent recovery capability, during wide temperature
variations, SPONGE RUBBER is used around supporting pillars, drains, hydrants,
lamp and sign posts as well as in isolation applications or between materials
having dissimilar coefficients of expansion.
SEALTIGHT STANDARD AND SELF-EXPANDING CORK Expansion Joints are used where
high resiliency is needed, such as in sewage plants, flood walls, spillways,
filtration plants and in numerous commercial and industrial applications.
SELF-EXPANDING CORK is especially desirable where a constant friction-fit
is required.
ASPHALT
FIBER
CERAMAR
SPONGE RUBBER, STANDARD CORK, and SELF-EXPANDING CORK
Application Tools
|
Utility Knife |
Roofer's Knife |
SEALTIGHT Control Joint type and spacing will vary
with each project according to the type of structure, climatic conditions
and anticipated stresses in the concrete. Thinner joints of 1/4"
(6.35mm), 3/8" (9.53mm) or 1/2" (12.7mm) spaced at frequent
intervals offer greater control than thicker joints spaced at greater
intervals. The basic objective is to provide ample room for the concrete
to expand or contract without creating damaging stresses.
The expansion joint should be positioned against forms at interrupting
objects or columns, and against abutting structures prior to the placement
of the concrete. SEALTIGHT ASPHALT Expansion Joint should be recessed
1/4" (6.35mm) below the concrete surface. A sealant is not required.
SEALTIGHT SPONGE RUBBER, CORK and SELF-EXPANDING CORK Expansion Joints
should be recessed 1/2" (12.7mm) below the concrete surface to accept
the joint sealant. To isolate filler from sealant, use SEALTIGHT SNAP
CAP (Refer to Data Sheet No. 324).
SEALTIGHT Expansion Joints are positioned against the forms, at interrupting
objects or columns, and against abutting structures prior to the placement
of concrete and must be sealed with a suitable SEALTIGHT sealant. SEALTIGHT
SNAP CAP should be installed flush with the surface. After removal of
the top section of the SNAP CAP, the joint opening is ready for sealing.
A joint sealer is not required for ASPHALT Expansion Joint. For CORK and
SELF-EXPANDING CORK Expansion Joints, suitable SEALTIGHT sealants recommended
for horizontal applications are #164, HI-SPEC, POLY-JET, SOF-SEAL, GARDOX,
POURTHANE, DECK-O-SEAL and SAFE-SEAL 3405. POURTHANE GARDOX and DECK-O-SEAL
are recommended for use with SEALTIGHT Sponge Rubber Expansion Joint.
The recommended sealant for vertical applications is DECK-O-SEAL Gun Grade
(formerly CM-60).
Control Joint Specification Data and Size Information
|
|
Conforms
to or Meets Specifications |
Thickness Widths* |
Slab Widths |
Standard Lengths |
|
|
ASTM D 994 FED. Spec. HH-F-341 F, Type III AASHTO M 33 FAA Spec. Item P-610-2.7 |
1/4"
(6.35mm) 3/8" (9.53mm) 1/2" (12.7mm) 3/4" (19.05mm) 1" (25.4mm) |
36"
(914.4mm) |
5'
(1.52m) 6' (1.83m) 10' (3.05m) |
|
|
ASTM D 1751 AASHTO M 213 FAA Spec. Item P-610-2.7 Corps of Engineers CRD-C 508 Fed. Spec. HH-F-341 F, Type I |
1/4"
(6.35mm) 3/8" (9.53mm) 1/2" (12.7mm) 3/4" (19.05mm) 1" (25.4mm) |
36",48" (914.4mm, 1.22m) |
10'
(3.05m) Also available 5', 6', 12' (1.5, 1.83, 3.66m) |
|
|
ASTM D 1752,
Sec. 5.1 through 5.4 with the compression requirement & modified to 10 psi (.069 MPa) minimum and 25 psi (.173 MPa) maximum |
1/4"
(6.35mm) 3/8" (9.53mm) 1/2" (12.7mm) 3/4" (19.05mm) 1" (25.4mm) |
48" (1.22m) |
10' (3.05m) |
|
Rubber |
ASTM D 1752,
Type I Fed. Spec. HH-F-341 F, Type II, Class A AASHTO M 153, Type I FAA Spec. Item P-610-2.7 Corps of Engineers CRD-C 509, Type I |
1/4"
(6.35mm) 3/8" (9.53mm) 1/2" (12.7mm) 3/4" (19.05mm) 1" (25.4mm) |
36" (914.4mm) |
10' (3.05m) |
|
|
ASTM D 1752,
Type II Fed. Spec. HH-F-341 F, Type II, Class B AASHTO M 15.3, Type II FAA Spec. Item P-610-2.7 Corps of Engineers CRD-C 509, Type II |
1/4"
(6.35mm) 3/8" (9.53mm) 1/2" (12.7mm) 3/4" (19.05mm) 1" (25.4mm) |
36" (914.4mm) |
10' (3.05m) |
|
Expanding Cork |
ASTM D 1752,
Type III Fed. Spec. HH-F-341 F, TYPE II, Class C AASHTO M 153, Type III FAA Spec. Item P-610-2.7 Corps of Engineers CRD-C 509, Type III |
1/2"
(12.7mm) 3/4" (19.05mm) 1" (25.4mm) |
36" (914.4mm) |
5' (1.52m) |
| * Pre-cut joint furnished in any desired width | ||||
This material last updated June, 2002.
| Div.
03150 |
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