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Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear (Includes all amendments And changes 6/27/2012).
Automatically translated name:
Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear
STANDARD published on 1.11.2005
Designation standards: ASTM C882/C882M-05e1
Note: WITHDRAWN
Publication date standards: 1.11.2005
SKU: NS-15450
The number of pages: 4
Approximate weight : 12 g (0.03 lbs)
Country: American technical standard
Category: Technical standards ASTM
Keywords:
adhesives, bonding agents, bond strength, shear bond, Compression testing--cement/concrete, Concrete bonding, Concrete construction materials/applications--specifications, Epoxy resin bonding systems (for concrete), Resins (epoxy)(for concrete), Slant shear test, ICS Number Code 91.100.30 (Concrete and concrete products)
| Significance and Use | ||||||||||||||||||
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The strength developed by a bonding system that joins two regions of concrete is its most important property. |
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| 1. Scope | ||||||||||||||||||
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1.1 This test method covers the determination of the bond strength of epoxy-resin-base bonding systems for use with portland-cement concrete. This test method covers bonding hardened concrete to hardened or freshly-mixed concrete. 1.2 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with this test method. 1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. A specific hazard statement is given in Section 8. |
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| 2. Referenced Documents | ||||||||||||||||||
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