AASHTO M 85-15-ASTM C150-C150M-15

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老杨树 2024-10-25 28 800.44KB 14 页 15星币
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Standard Specification for
Portland Cement
AASHTO Designation: M 85-15
ASTM Designation: C150/C150M-15
American Association of State Highway and Transportation Officials
444 North Capitol Street N.W., Suite 249
Washington, D.C. 20001
© 2015 by the American Association of State Highway and Transportation Officials.
All rights reserved. Duplication is a violation of applicable law.
TS-3a M 85-1 AASHTO
Standard Specification for
Portland Cement
AASHTO Designation: M 85-15
ASTM Designation: C150/C150M-15
1. SCOPE
1.1. This specification covers ten types of portland cement as follows (see Note 1):
1.1.1. Type IFor use when the special properties specified for any other type are not required;
1.1.2. Type IAAir-entraining cement for the same uses as Type I, where air entrainment is desired;
1.1.3. Type IIFor general use, more especially when moderate sulfate resistance is desired;
1.1.4. Type IIAAir-entraining cement for the same uses as Type II, where air entrainment is desired;
1.1.5. Type II(MH)For general use, more especially when moderate heat of hydration and moderate
sulfate resistance are desired.
1.1.6. Type II(MH)AAir-entraining cement for the same uses as Type II(MH), where air entrainment is
desired.
1.1.7. Type IIIFor use when high early strength is desired;
1.1.8. Type IIIAAir-entraining cement for the same use as Type III, where air entrainment is desired;
1.1.9. Type IVFor use when low heat of hydration is desired; and
1.1.10. Type VFor use when high sulfate resistance is desired.
Note 1Some cements are designated with a combined type classification, such as Type I/II,
indicating that the cement meets the requirements of the indicated types and is being offered as
suitable for use when either type is desired.
1.2. When both SI and inch-pound units are present, the SI units are the standard. The inch-pound units
are approximations listed for information only.
1.3. The text of this standard references notes and footnotes that provide explanatory material. These
notes and footnotes (excluding those in tables and figures) shall not be considered as requirements
of the standard.
2. REFERENCED DOCUMENTS
2.1. AASHTO Standards:
M 327, Processing Additions for Use in the Manufacture of Hydraulic Cements
T 98M/T 98, Fineness of Portland Cement by the Turbidimeter
T 105, Chemical Analysis of Hydraulic Cement
© 2015 by the American Association of State Highway and Transportation Officials.
All rights reserved. Duplication is a violation of applicable law.
TS-3a M 85-2 AASHTO
T 106M/T 106, Compressive Strength of Hydraulic Cement Mortar (Using 50-mm or 2-in.
Cube Specimens)
T 107M/T 107, Autoclave Expansion of Hydraulic Cement
T 127, Sampling and Amount of Testing of Hydraulic Cement
T 131, Time of Setting of Hydraulic Cement by Vicat Needle
T 137, Air Content of Hydraulic Cement Mortar
T 153, Fineness of Hydraulic Cement by Air Permeability Apparatus
T 154, Time of Setting of Hydraulic Cement Paste by Gillmore Needles
T 186, Early Stiffening of Hydraulic Cement (Paste Method)
2.2. ASTM Standards:
C33/C33M, Standard Specification for Concrete Aggregates
C51, Standard Terminology Relating to Lime and Limestone (as used by the Industry)
C186, Standard Test Method for Heat of Hydration of Hydraulic Cement
C226, Standard Specification for Air-Entraining Additions for Use in the Manufacture of Air-
Entraining Hydraulic Cement
C452/C452M, Standard Test Method for Potential Expansion of Portland-Cement Mortars
Exposed to Sulfate
C563, Standard Test Method for Approximation of Optimum SO3 in Hydraulic Cement Using
Compressive Strength
C1038/C1038M, Standard Test Method for Expansion of Hydraulic Cement Mortar Bars
Stored in Water
C1702, Standard Test Method for Measurement of Heat of Hydration of Hydraulic
Cementitious Materials Using Isothermal Conduction Calorimetry
E29, Standard Practice for Using Significant Digits in Test Data to Determine Conformance
with Specifications
3. TERMINOLOGY
3.1. Definitions:
3.1.1. portland cementa hydraulic cement produced by pulverizing clinker, consisting essentially of
hydraulic calcium silicates, and usually containing one or more of the following:
water,
calcium sulfate,
up to 5 percent limestone, and
processing additions.
3.1.2. air-entraining portland cementa portland cement containing an interground air-entraining
addition.
3.1.3. hydraulic cementa cement that sets and hardens by chemical interaction with water and is
capable of doing so under water.
4. ORDERING INFORMATION
4.1. Orders for material under this specification shall include the following:
4.1.1. This specification number and date;
© 2015 by the American Association of State Highway and Transportation Officials.
All rights reserved. Duplication is a violation of applicable law.
摘要:

本规范文档标题AASHTO M 85-15-ASTM C150-C150M-15涵盖了美国国家公路与运输协会(AASHTO)与美国材料与试验协会(ASTM)联合发布的水泥标准,具体针对波特兰水泥的技术要求与测试方法。该标准组合是道路桥梁、混凝土结构及基础设施工程中普遍参照的关键技术规范,适用于对水泥的化学成分、物理性能及混凝土工作性进行统一验证,确保在不同气候和荷载条件下的耐久性与强度。内容涉及水泥细度、凝结时间、安定性及抗压强度等检测指标,且AASHTO M 85-15与ASTM C150/C

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作者:老杨树 分类:国外协会 价格:15星币 属性:14 页 大小:800.44KB 格式:PDF 时间:2024-10-25

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