23.040.50 其他材料的管和配件 标准查询与下载

ASTM C497-20e1 混凝土管、混凝土箱形截面、人孔截面或瓷砖的标准试验方法

1.1 These test methods cover testing of concrete pipe, concrete box sections, manhole sections, and tile. The test methods described are used in production testing and acceptance testing to evaluate the properties provided for in the specifications. 1.2 The test methods appear in the following order: Section External Load Crushing Strength 4 Flat Slab Top 5 Base Section Test Method 6 Core Strength 7 Absorption 8 Hydrostatic 9 Permeability 10 Manhole Step 11 Cylinder Strength 12 Gasket Lubricant 13 Joint Shear 14 Alkalinity 15 Gasket Measurements 16 Off-Center Hydrostatic Joint Test 17 Hydrostatic External Joint Test Method 18 Welded Splice Pull Test 19 1.3 The test specimens shall not have been exposed to a temperature below 40°F for the 24 h immediately preceding the test. 1.4 If any test specimen fails because of mechanical reasons such as failure of testing equipment or improper specimen preparation, it shall be discarded and another specimen taken. 1.5 Specimens shall be selected in accordance with the specifications for the type of pipe or tile being tested. 1.6 A complete metric companion to Test Methods C497 has been developed—C497M; therefore, no metric equivalents are presented in these methods. 1.7 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile

ASTM C14-20 非钢筋混凝土下水道 风暴排水管和管道管道标准规范

1.1 This covers nonreinforced concrete pipe intended to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. 1.2 A complete metric companion to Specification C14 has been developed—C14M; therefore, no metric equivalents are presented in this specification. NOTE 1—This specification is a manufacturing and purchase specification only and does not include requirements for bedding, backfill, or the relationship between field load conditions and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner is cautioned that he must correlate the field requirements with the class of pipe specified and provide for or require inspection at the construction site. 1.3 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard. 1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe

ASTM C497M-20a 混凝土管、混凝土箱形截面、人孔截面或瓷砖的标准试验方法（米制）

1.1 These test methods cover testing of concrete pipe, concrete box sections, manhole sections, and tile. The test methods described are used in production testing and acceptance testing to evaluate the properties provided for in the specifications. 1.2 The test methods appear in the following order: Section External Load Crushing Strength 4 Flat Slab Top 5 Base Section Test 6 Core Strength 7 Absorption 8 Hydrostatic 9 Permeability 10 Manhole Step 11 Cylinder 12 Gasket Lubricant 13 Joint Shear 14 Alkalinity 15 Gasket Measurements 16 Off-Center Hydrostatic Joint Test 17 Hydrostatic External Joint Test Method 18 Welded Splice Pull Test 19 1.3 The test specimens shall not have been exposed to a temperature below 4°C for the 24 h immediately preceding the test. 1.4 If any test specimen fails because of mechanical reasons such as failure of testing equipment or improper specimen preparation, it shall be discarded and another specimen taken. 1.5 Specimens shall be selected in accordance with the specifications for the type of pipe or tile being tested. 1.6 These methods are the metric companion of Test Methods C497. 1.7 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile (Metric)

ASTM C14M-20 非钢筋混凝土下水道 风暴排水沟和管道管道标准规范（公制）

1.1 This specification covers nonreinforced concrete pipe intended to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. 1.2 This specification is the metric counterpart of Specification C14. 1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. NOTE 1—This specification is a manufacturing and purchase specification only and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner is cautioned that he must correlate the field requirements with the class of pipe specified and provide for or require inspection at the construction site. 1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)

ASTM C497M-20 混凝土管、混凝土箱形截面、人孔截面或瓷砖的标准试验方法（米制）

Standard Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile (Metric)

ASTM A862/A862M-98(2020) 沥青涂层应用于波纹钢下水道和排水管道的标准实践

1.1 This practice covers the post coating of corrugated steel pipe and corrugated structural steel plate with asphalt materials. This practice is intended for shop-applied coating only. 1.2 The values stated in either inch-pound units or SI units shall be regarded separately as standard. The values stated in each system are not exact equivalents; therefore, use each system independently of the other, without combining values in any way. The SI units are shown in brackets in the text for clarity, but they are the applicable values when the application is to be performed using SI units. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Practice for Application of Asphalt Coatings to Corrugated Steel Sewer and Drainage Pipe

NB/T 10369-2019 矿用塑料护套保温钢管

Mining plastic sheathed insulated steel pipe

NB/T 10371-2019 煤矿抽放瓦斯用涂（覆）层加强筋螺旋焊接钢管性能检验规范

Specifications for performance inspection of spiral welded steel pipes with coated (coated) layer reinforcements for coal mine gas drainage

ASTM C76M-19b 钢筋混凝土涵洞、雨水管和污水管的标准规范（米制）

Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)

ASTM C76-19b 钢筋混凝土涵洞、雨水管和污水管的标准规范

Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe

ASTM A979/A979M-03(2019) 现场波纹钢结构中混凝土路面和衬里的标准规范

1.1 This specification covers the minimum material requirements and describes the procedures for installing concrete pavements and linings in corrugated steel pipes and structural plate structures in the field. Specific designs with additional or greater requirements shall be detailed in the contract documents. This specification is applicable to paving or lining new pipes and for rehabilitating existing structures. The pipe to be paved or lined is described in Specifications A760/A760M, A761/A761M, and A762/A762M. 1.2 This specification covers pipes 48 in. [1200 mm] and larger for pavements and 24 in. [600 mm] and larger for full linings. 1.3 New pipes are to be designed in accordance with Practice A796/A796M and installed in accordance with Practice A798/A798M for factory-made pipes and Practice A807/ A807M for structural plate structures. Structures to be rehabilitated shall be structurally stable. 1.4 Pipes with plant installed concrete pavements and linings are covered under Specification A849. 1.5 This specification is applicable to product in either inch/pound units as A979 or in SI units as A979M. Inch/pound units and SI units are not necessarily equivalent. SI units are shown in brackets in the text for clarity, but they are the applicable values when materials are ordered to A979M. 1.6 This standard may involve hazardous materials, operations and equipment. The 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Concrete Pavements and Linings Installed in Corrugated Steel Structures in the Field

KS M 3534-2019 纤维增强塑料管道配件和接头

Fittings and joints for fibre reinforced plastic pipes

ASTM C497M-19a 混凝土管、混凝土箱形截面、人孔截面或瓷砖的标准试验方法（米制）

Standard Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile (Metric)

ASTM C497-19a 混凝土管、混凝土箱形截面、人孔截面或瓷砖的标准试验方法

Standard Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile

ASTM C990-09(2019) 混凝土管道 人孔和使用预成型柔性接头密封胶的预制箱体接头的标准规范

1.1 This specification covers joints for precast concrete pipe and box, and other sections using preformed flexible joint sealants for use in storm sewers and culverts which are not intended to operate under internal pressure, or are not subject to infiltration or exfiltration limits. Joint material used in horizontal applications is intended to prevent the flow of solids through the joint. 1.2 For precast concrete manhole sections and other vertical structures, which are subject to internal or external pressure, infiltration or exfiltration limits are not prohibited from being specified. Joints in vertical structures covered by this specification are intended mainly to prevent the flow of solids or fluids through the joint. 1.3 This specification is to be used with pipe and structures conforming in all respects to Specifications C14, C76, C478, C506, C507, C655, C985, C1433, C1504, and C1577, provided that if there is a conflict in permissible variations in dimensions, the requirements of this specification shall govern. 1.4 This specification is the inch-pound companion to C990M; therefore, no SI equivalents are presented in the specification. NOTE 1—This specification covers the material and performance of the joint and sealant only. Infiltration and exfiltration quantities for installed sections are dependent on factors other than the joints which must be covered by other specifications and suitable testing of the installed pipeline. 1.5 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants

ASTM C654-19 多孔混凝土管道标准规范

1.1 This specification covers porous nonreinforced concrete pipe for use in underdrains. 1.2 A complete metric companion to this specification has been developed— 654M; therefore, no metric equivalents are presented in this specification. 1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Porous Concrete Pipe

ASTM C412M-19 混凝土排水瓦（公制）标准规范

1.1 This specification covers concrete drain tile with internal diameters from 100 to 900 mm, that are intended to be used for surface and subsurface drainage. 1.2 This specification is the metric counterpart of Specification C412. NOTE 1—This specification is a manufacturing and purchase specification only and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of drain tile. However, experience has shown that the successful performance of the product depends upon the proper selection of the class of drain tile, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner is cautioned that he must correlate the field requirements with the class of drain tile specified and provide for or require inspection at the construction site. 1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Concrete Drain Tile (Metric)

ASTM C655M-19a 钢筋混凝土承载盖 风暴排水管和下水管（公制）标准规范

1.1 This specification covers reinforced concrete pipe designed for specific D-loads and intended to be used for the conveyance of sewage, industrial wastes, and storm water and for the construction of culverts. 1.2 This specification is the SI companion to Specification C655; therefore, no inch-pound equivalents are presented in this specification. Reinforced concrete pipe that conform to the requirements of C655 are acceptable under this Specification C655M unless prohibited by the Owner. NOTE 1—Experience has shown that the successful performance of this product depends upon the proper selection of the pipe strength, the type of bedding and backfill, the care that the installation conforms to the construction specifications, and provision for adequate inspection at the construction site. This specification does not include requirements for bedding, backfill, the relationship between field load conditions and the strength designation of pipe, or durability under unusual environmental conditions. These requirements should be included in the project specification. 1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)

ASTM C507-19a 钢筋混凝土椭圆形套管 风暴排水管和下水道管道标准规范

Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe

ASTM C1504-19 混凝土和风暴排水预制钢筋混凝土三面结构制造标准规范

Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains