Neoprenos y Estructuras, SA de CV.RFC NES 040727 ABA.
Eje 10 sur 184 Col. Selene C.P. 13420 DELG TLAHUAC Mxico, D. F.,
TELS OFNA 55 58662021
NEXTEL 55 36215412IDI 62*15*78731Email.
[email protected]
www.neoprenosyestructuras.com.mx
APOYO INTEGRAL DE NEOPRENO DUREZA 60SHORE A NORMA ASTM
D-2240(lleva en su interior vulcanizada PLACA DE ACERO
A-36)www.neoprenosyestructuras.com.mx
COTIZACION No. 12055CIUDAD DE MEXICO, D. F., A 13 de julio de
2015
CARCEP
ATENCION:ING CARLOS CORREO: [email protected] 045 899
1608388TELS OFNA 899 959080
REFERENCIA:MARCA BASF ASI LE LLAMAN Wabo ElastoFlex
EF-400Mexpresa LE DICE WOODS 100
ATENDIENDO A SU INTERS POR ADQUIRIR NUESTROS PRODUCTOS DE
NEOPRENO, LE PRESENTAMOS A USTEDES LA SIGUIENTE
COTIZACIN:IMAGEN:
FABRICACIN: JUNTA N65
www.neoprenosyestructuras.com.mx
JUNTA TIPO WOOS-EF-400
NEOPRENOS Y ESTRUCTURAS, SA DE CV.
SRA. MARIBEL REYES E. GERENTE GENERAL MENSAJES POR WhatsAPP
5536215412 NEXTEL MEXICO 01-55 36215412IDI 62*15*78731CORREO
[email protected]
www.neoprenosyestructuras.com.mx
JUNTA TIPO WOOS-EF-400
DESCRIPCINConsiste en el sello continuo de caucho EPDM reforzado
con tela, el cual est trabado por bloques modulares de anclaje de
EPDM reforzado con acero. Los extremos estn conectados por una
conexin macho-hembra para garantizar una conexin macho-hembra para
garantizar una conexin positiva y evitar levantamiento o
separaciones. El sello de membrana que se instala continuamente de
brocal, tiene una capacidad total de movimiento de 10 cms ( 4 pulg
). La configuracin del sello en forma de M se pliega hacia arriba
por medio de tres rtulas preformadas, lo cual permite expulsar
fcilmente la suciedad y grava. BENEFICIOS NO METALICOTanto los
bloques de anclaje como la membrana estn fabricados con materiales
elastomricos de alta calidad, por lo cual el sistema no sufre
corrosin relacionada con lluvias cidas o con la aplicacin de sales
a las carreteras.
FLEXIBLEEl diseo de membrana permite al sistema manejar
cualquier configuracin de juntas que incorpore cambios
direccionales y curvas.
RESISTENTE AL DESLIZAMIENTOCada bloque de anclaje consta de
acanaladuras moldeadas que permiten un adecuado drenaje de
agua.
USO RECOMENDADO
Sellado de juntas en puentes.
Nuevas construcciones y proyectos de rehabilitacin.
Aplicaciones de juntas de expansin con movimiento mximo de 10
cms (4 pulg ).
PROPIEDADES FISICAS El elastmero del bloque de anclaje y sello
de la membrana EFL-400 deben cumplir con los requisitos
especificados en la tabla.
Los angulos de acero embebidos en los bloques de anclaje
moldeados se construyen con acero ASTM A36
PROPIEDADES FISICAS DE LA MEMBRANA Y BLOQUE DE ANCLAJE
ELASTOMERICO:
PROPIEDADES FSICASMTODO DE ENSAYO ASTMREQUISITOS
Resistencia a la traccinD 41210,4 Mpa(1500 psi), min.
Elongacin de rupturaDeformacin permanenteD 412250% min.
Por compresinMtodo D 39535% (mx.)
Fragilidad a baja temperatura despus de 3 min -40 C (-40 F)D
2137, mtodo APasa a 40 F
Resistencia al ozono, 70 h a 40C(140 F),20% de deformacin.1000
pphm en aireD 1149, modificado, mtodo BAusencia de grietas
Resistencia al aceite (hinchazn ), 70 h a 100 C (212 F) despus
de inmersin en aceite n. 3(ASTM)D 471120% mx. aumento del
volumen
Adherencia durante vulcanicinD 429 mtodoB 80%
JUNTA TIPO WOOS-EF-400
JUNTA TIPO WOOS-EF-400
NO METALICO
FLEXIBLE
RESISTENTE AL DESLIZAMIENTO
ojo Acero resistente EPDM reforzado bloque de anclaje tiene
capacidad para el trfico de camiones montacargas y pesado.
Resistente a los rayos ultravioletas y la mayora de los productos
qumicos. Tiene capacidad hasta para 4 pulgadas de movimiento.
NEOPRENOS Y ESTRUCTURAS, SA DECVEJE 10 SUR 184 COL. SELENEC.P.
13420 MEXICO, D.F.
RFC NES 040727 ABAFOLIO J 1397590IMSS FOLIO
Y6640112006092507244CEDULA DE MICRO PEQUEA INDUSTRIA FOLIO
CMP/TLAHUAC/13/08
REPRESENTANTE LEGALSRA. MARIBEL REYES EVAGELISTA
TELS OFICINAS 58662023, 58662021FAX 58662019
NEXTEL 36215412IDI 62*15*78731
PAGUNA WEB www.neoprenosyestructuras.com.mx
correo [email protected]
WaboWaboWaboWaboElastoFlexElastoFlexElastoFlexElastoFlex Bridge
Series Continuous Membrane Sealing System
DESCRIPTION:DESCRIPTION:DESCRIPTION:DESCRIPTION:
The WaboElastoFlex bridge series joint system features a
continuous gland of fabric reinforced EPDM rubber mechanically
locked by modular steel reinforced EPDM anchor blocks. Ends of each
anchor block tongue and grooved together to ensure a positive
connection and prevent uplift or separation. The membrane gland is
installed continuous curb to curb. The EFL series utilizes a seal
configuration that folds upward via its three preformed hinges
allowing easy expulsion of debris and gravel. The EFJ series
utilizes a seal configuration that is pedestrian friendly.
RECOMMENDED FOR:RECOMMENDED FOR:RECOMMENDED FOR:RECOMMENDED
FOR:
Sealing of joints in bridges
New construction and stage construction rehabilitation
projects
Vertical applications and slab-to-wall conditions.
PACKAGING/COVERAGE:PACKAGING/COVERAGE:PACKAGING/COVERAGE:PACKAGING/COVERAGE:
Elastomeric seals are supplied in continuous lengths.
Anchor blocks supplied in standard 6 foot panels. Panels and
pre-cut curb units are banded on wooden pallets for shipping.
NP1 Edge Void Sealant is an elastomeric rubber compound used to
seal the edge voids. Sealant is supplied in 9.8 oz. tubes.
FeaturesFeaturesFeaturesFeatures
BenefitsBenefitsBenefitsBenefits
Non-Metallic
With the anchor blocks and membrane both produced from high
quality elastomeric materials
Versatile
The membrane design allows the WaboElastFlex system to handle
any joint configuration incorporating directional changes and or
skews.
Skid Resistant
Each anchor block is provided with molded surface grooves which
allow for proper water drainage
TECHNICAL DATATECHNICAL DATATECHNICAL DATATECHNICAL DATA::::
"A"
"B"Rubber Block
SteelReinforcing
Anchorage
Edge VoidSealant
Elastomeric Seal
"A"
"B"
SteelReinforcing
Anchorage
Edge VoidSealant
Rubber BlockElastomeric Seal
EPDM RubberEPDM RubberEPDM RubberEPDM Rubber
PHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL
PROPERTYASTM TEST ASTM TEST ASTM TEST ASTM TEST
METHODMETHODMETHODMETHODREQUIREMENTSREQUIREMENTSREQUIREMENTSREQUIREMENTS
Tensile Strength, min D-412 1500 psi
Elongation at Break, min D-412 350%
Hardness, Shore A D-2240 60 +/- 5Heat Resistance
(70hrs@212F)
Tensile Strength, max 25%
Elongation, max 25%
Hardness, max 10 ptsOil Resistance (70 hrs@212F)
Volume, max 120%
Ozone Resistance50 pphm for 72 hrs @ 104F 100 rating
Compression Set22 hrs @ 212F, max 50%
D-573
D-471
D-518
D-395
Physical PropertiesPhysical PropertiesPhysical
PropertiesPhysical Properties: The steel angles imbedded in the
molded anchor blocks are formed from ASTM A36 steel. The rubber
anchor blocks are produced from EPDM rubber. The EFL elastomeric
seal is produced from neoprene rubber. The EFJ elastomeric seals
are produced from Santoprene rubber.
Movement TableMovement TableMovement TableMovement Table
inininin mmmmmmmm inininin mmmmmmmm inininin mmmmmmmm inininin
mmmmmmmm inininin mmmmmmmm inininin mmmmmmmm inininin mmmmmmmm
EFL-400 16.500 419 20.500 521 0.500 13 4.500 115 4.0 102 8.500
216 12.500 319
EFJ-225 17.000 432 18.250 464 1.000 25 2.250 57 1.3 32 9.000 229
10.250 260EFJ-400 17.500 445 20.000 508 1.500 38 4.000 102 2.5 64
9.500 241 12.000 305EFJ-600 18.000 457 22.000 559 2.000 51 6.000
152 4.0 102 10.000 254 14.000 356
Consult your WBA Representative with your special design
requirements
TotalTotalTotalTotalMax.Max.Max.Max. Min.Min.Min.Min.
Max.Max.Max.Max.Model Model Model Model
NumberNumberNumberNumber
System WidthSystem WidthSystem WidthSystem
WidthMin.Min.Min.Min.
System Width "B"System Width "B"System Width "B"System Width
"B"Joint Opening "A"Joint Opening "A"Joint Opening "A"Joint Opening
"A"Min.Min.Min.Min. Max.Max.Max.Max.
NeopreneNeopreneNeopreneNeoprene Rubber Rubber Rubber Rubber
PHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL
PROPERTYASTM TEST ASTM TEST ASTM TEST ASTM TEST
METHODMETHODMETHODMETHODREQUIREMENTSREQUIREMENTSREQUIREMENTSREQUIREMENTS
Tensile Strength, min D 412 2,000 psi (13.8 Mpa)
Elongation at Break, min D 412 250%
Hardness, Shore A D 2240 55 +/- 5Oven Aging, 70 hrs. @
Tensile, max loss 20%
Elongation, max loss 20%
Change in Hardness 0 to 10 pts.
Oil Swell, 70 hrs. @ 212F(100C)
Weight Change, max 45%Ozone Resistance
70 hrs. @ 104F(40C)Low Temperature Stiffening D 2240 0 to
+15
no cracks
D 573
D 471
D 1149
SantopreneSantopreneSantopreneSantoprene Rubber Rubber Rubber
Rubber
PHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL
PROPERTYASTM TEST ASTM TEST ASTM TEST ASTM TEST
METHODMETHODMETHODMETHODREQUIREMENTSREQUIREMENTSREQUIREMENTSREQUIREMENTS
Tensile Strength, min D-412 850 psi
Elongation at Break, min D-412 300%
Hardness, Shore A D-2240 67 +/- 3100% Modulus, min D-412 275
psi
Tear Strength, avg D-624 140 lbs/in
Tension Set, avg D-412 10%
Compression Set, max22 hrs @ 73F 35%
70 hrs @ 257F 45%
Ozone Resistance D-1171 No cracks
UV Resistance SAE J1960 Pass
Staining Resistance D-925 No stainingBrittle Point D-746
-81F
D-395
APPLICATIONAPPLICATIONAPPLICATIONAPPLICATION::::
AdditionalAdditionalAdditionalAdditional Requirements/Equipment:
Requirements/Equipment: Requirements/Equipment:
Requirements/Equipment: Blockout base must be parallel with plane
of
riding surface. Sandblast blockout surfaces prior to
installation.
Torque wrench to tighten anchors.
Pry bar to more or position panels.
LIMITED WARRANTY: Watson Bowman Acme Corp. warrants that this
product conforms to its current applicable specifications. WATSON
BOWMAN ACME CORP. MAKES NO OT.HER WARRANTY, EXPRESS OR IMPLIED,
INCLUDING ANY WARRANTY OF MERCHANTABILITY OR WARRANTY OF FITNESS
FOR A PARTICULAR PURPOSE. The sole and exclusive remedy of
Purchaser for any claim concerning this product, including, but not
limited to, claims alleging breach of warranty, negligence, strict
liability or otherwise, is the replacement of product or refund of
the purchase price, at the sole option of Watson Bowman Acme Corp.
Any claims concerning this product shall be submitted in writing
within one year of the delivery date of this product to Purchaser
and any claims not presented within that period are waived by
Purchaser. IN NO EVENT SHALL WATSON BOWMAN ACME CORP. BE LIABLE FOR
ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDES LOSS OF PROFITS)
OR PUNITIVE DAMAGES. Other warranties may be available when the
product is installed by a factory trained installer. Contact your
local Watson Bowman Acme representative for details. The data
expressed herein is true and accurate to the best of our knowledge
at the time published; it is, however, subject to change without
notice. Contact Watson Bowman Acme Corp. 95 Pineview Drive,
Amherst, NY 14228 phone:716-691-7566 / fax: 716-691-9239 / web
site: ht tp: / /www.wbacorp.com
For Best Results:For Best Results:For Best Results:For Best
Results: Install when concrete substrate is clean, sound,
dry, and cured (14 day minimum).
Do not install if the joints anticipated movement will exceed
the systems movement range.
Protect the work area with appropriate plastic sheeting.
Minimize splice points by installing seals in longest possible
continuous lengths.
Do not allow any of the components to freeze prior to
installation. Store all components out of direct sunlight in a
clean, dry location between 50F (10C) and 90F (32C).
Shelf life of chemical components is 1 year.
Periodically inspect the applied material and repair localized
areas as needed. Consult a Watson Bowman Acme representative for
additional information.
Make certain the most current version of the product data sheet
is being used. Please consult the website (www.wbacorp.com) or
contact a customer service representative.
Proper application is the responsibility of the user. Field
visits by Watson Bowman Acme personnel are for the purpose of
making technical recommendations only and not for supervising or
providing quality control on the jobsite.
WaboElastoFlex_Bridge_1206
Installation Summary:Installation Summary:Installation
Summary:Installation Summary: Newly placed concrete Newly placed
concrete Newly placed concrete Newly placed concrete ---- The
concrete joint
interface must be dray and clean (free of dirt, coatings, rust,
greases, oil and other contaminants), sound and durable. New
concrete must be cured (minimum of 14 days).
Aged Concrete Aged Concrete Aged Concrete Aged Concrete ---- The
blockout should be of sound concrete. Loose, contaminated, weak,
spalled, deteriorated concrete must be removed to sound concrete
and repaired prior to placement of the expansion joint system. Any
spalling, voids or structural cracking at the joint interface must
be repaired.
Prepare blockout to proper dimensions and grade. The bottom of
the blockout shall be parallel with the plane of the roadway (true
and flat).
Ensure anchors are installed at right angles to the bottom of
the blockout, at the correct spacing.
Position the elastomeric gland in the blockout, following
installation guidelines for curb upturns.
Position the anchor blocks starting at the curbs.
Field cut one section for exact fit.
Tighten the anchors to the required torque. Retorque after
approximately one hour.
Fill bolt hole cavities and edge voids with sealant.
ReReReRelated Documentslated Documentslated Documentslated
Documents:::: Material Safety Data Sheets
WaboElastoFlex Specifications
WaboElastoFlex Installation Procedure
WaboElastoFlex Sales Drawings