23.040.20;83.080.20 标准查询与下载

ANSI/ASTM F1732:2012 含再生PVC材料的聚乙烯(氯乙烯)(PVC)污水管和排水管规格

Specification for Poly(Vinyl Chloride) (PVC) Sewer and Drain Pipe Containing Recycled PVC Material

ANSI/ASTM F1871:2011 现有下水道和管道修复用折叠式/成形聚氯乙烯A型管技术规范

Specification for Folded/formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation

ANSI/ASTM F1504:2010 现有污水管和下水管修复用波纹聚氯乙烯管规范

Specification for Folded Poly(Vinyl Chloride) (PVC) Pipe for Existing Sewer and Conduit Rehabilitation

ANSI/ASTM F1947:2010 折叠式聚氯乙烯管(PVC)装进现有污水管和下水管道中的实施规程

Practice for Installation of Folded Poly(Vinyl Chloride) (PVC) Pipe into Existing Sewers and Conduits

ANSI/ASTM F1697:2009 现有下水管和管道的机械螺旋缠绕衬管修复用聚氯乙烯(PVC)凸型带的规范

Specification for Poly(Vinyl Chloride) (PVC) Profile Strip for Machine Spiral-Wound Liner Pipe Rehabilitation of Existing Sewers and Conduit

ASTM F1697-09(2015) 现用污水管和涵管的机械螺旋缠绕衬管修复用聚氯乙烯 (PVC) 异型带材的标准规格

9.1 The requirements of this specification are intended to provide extruded PVC profile strip suitable for the field fabrication of spirally wound liner pipe for the rehabilitation of existing pipelines and conduits conveying sewage, process flow, and storm water under gravity flowconditions. Note 3: Industrial waste disposal lines should be installed only with the specific approval of the cognizant code authority since chemicals not commonly found in drains and sewers and temperatures in excess of 140°F (60°C) may be encountered. 1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, stiffness factor, extrusion quality, and a form of marking for extruded poly(vinyl chloride) (PVC) profile strips used for machine made field fabrication of spirally wound pipe liners in the rehabilitation of a variety of gravity applications such as sanitary sewers, storm sewers, and process piping in diameters of 6 to 180 in. and for similar sizes of non-circular pipelines such as arched or oval shapes and rectangular shapes. 1.2 Profile strip produced to this specification is for use in field fabrication of spirally wound liner pipes in nonpressure sewer and conduit rehabilitation, where the spirally wound liner pipe is expanded until it presses against the interior surface of the existing sewer or conduit, or, alternatively, where the spirally wound liner pipe is inserted as a fixed diameter into the existing sewer or conduit and the annular space between the liner pipe and the existing sewer or conduit is grouted. 1.3 This specification includes extruded profile strips made only from materials specified in 5.1. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5 The following precautionary caveat pertains only to the test method portion, Section 11, of this specification: 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.

Standard Specification for Poly(Vinyl Chloride) (PVC) Profile Strip for Machine Spiral-Wound Liner Pipe Rehabilitation of Existing Sewers and Conduit

ANSI/ASTM F1741:2008 现有排水沟和管道的修复用机器螺旋缠绕聚氯乙烯(PVC)内衬管的安装实施规程

Practice for Installation of Machine Spiral Wound Poly(Vinyl Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewers and Conduits

ASTM F1803-06 基于可控内径的聚氯乙烯封闭式异型重力管和配件的标准规范

1.1 This specification covers requirements for poly(vinyl chloride) (PVC) closed profile sewer pipe and fittings with integral bell and elastomeric seal joints or plain end pipe with couplings in sizes (18 to 60 in.) based on a controlled inside diameter.1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.The following safety hazard caveat pertains only to the test methods portion, Section , of this specification: 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.Note 1Pipe and fittings produced to this specification should be installed in accordance with Practice D 2321.

Standard Specification for Poly (Vinyl Chloride)(PVC) Closed Profile Gravity Pipe and Fittings Based on Controlled Inside Diameter

ANSI/ASTM F1803:2005 基于受控内径的聚氯乙烯(PVC)封闭式异型重力管和配件的规范

This specification covers requirements for poly(vinyl chloride) (PVC) closed profile sewer pipe and fittings with integral bell and elastomeric seal joints or plain end pipe with couplings in sizes (18 to 60 in.) based on a controlled inside diameter. The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. The following safety hazard caveat pertains only to the test methods portion, Section , of this specification: 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. Note 1Pipe and fittings produced to this specification should be installed in accordance with Practice D 2321.

Specification for Poly(Vinyl Chloride) (PVC) Closed Profile Gravity Pipe and Fittings Based on Controlled Inside Diameter

SANS 9080:2004 塑料管与管道系统．用推断法测定热塑管型材料长期流动液体静力强度

Describes a method for estimating the long-term hydrostatic strength of thermoplastics materials by statistical extrapolation. The method is applicable to all types of thermoplastics pipe at applicable temperatures. It was developed on the basis of test

Plastics piping and ducting systems - Determination of the long-term hydrostatic strength of thermoplastics materials in pipe form by extrapolation

SANS 4065:1996 热塑塑料管．通用管壁厚度表

Specifies the relationship between the nominal wall thickness en and the nominal outside diameter dn of thermoplastics pipes. It is applicable to smooth thermoplastics pipes of constant circular cross-section along the whole length of the pipe, whatever

Thermoplastics pipes - Universal wall thickness table

SANS 9854-2:1994 运输液体用热塑性塑料管．利用却贝法测定摆动冲击强度试验．第2部分：不同材料制管的试验条件

Specifies the values or options chosen for the test parameters, i.e. the impact energy, test piece dimensions, shape and spacing of the test piece supports, and type of test piece, for testing the impact resistance (pendulum method) of thermoplastics pip

Thermoplastics pipes for the transport of fluids - Determination of pendulum impact strength by the Charpy method Part 2: Test conditions for pipes of various materials

SANS 9854-1:1994 运输液体用热塑性塑料管．利用却贝法测定摆动冲击强度试验．第1部分：一般试验方法

Specifies the general test method to be used for the determination of the impact strength of unnotched test pieces cut from thermoplastics pipes for the transport of fluids.

Thermoplastics pipes for the transport of fluids - Determination of pendulum impact strength by the Charpy method Part 1: General test method

SANS 50743:1994 塑料管道和防护管系统．热塑塑料管道．纵向收缩测定

Specifies two methods for determining the longitudinal reversion of cylindrical thermoplastics pipes with smooth surfaces. Provides test methods to be carried out in liquid (method A) or in air (method B).

Plastics piping and ducting systems - Thermoplastics pipes - Determination of the longitudinal reversion

ASTM F1698-02(2015) 修复带检修孔的污水管和涵管用聚氯乙烯 (PVC) 异型带衬和水泥基灌浆材料安装的标准实践规程

4.1 This practice is for use by designers and specifiers, regulatory agencies, owners, and inspection organizations involved in the rehabilitation of non-pressure sewers and conduits. As for any practice, modifications may be required for specific job conditions. 1.1 This practice describes the procedures for the rehabilitation of sewer lines and conduits by the installation of a field-fabricated PVC liner. After installation of the liner, cementitious grout is injected into the annular space between the liner and the existing sewer or conduit. The rehabilitation of the host structure by this installation practice results in a rigid composite structure (PVC/grout/existing pipe). This rehabilitation process may be used in a variety of gravity applications, such as sanitary sewers, storm sewers and process piping of man-entry sizes (36 to 144 in. in vertical dimension). The profile strips used for field fabrication of PVC liners are supplied in coils for spiral winding of the liner or in custom-cut flat panels for circumferential lining of all or any portion of the circumference of the host conduit (see Figs. 1 and 2). 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 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. Particular attention is drawn to those safety regulations and requirements involving entering into and working in confined spaces.

Standard Practice for Installation of Poly(Vinyl Chloride)(PVC) Profile Strip Liner and Cementitious Grout for Rehabilitation of Existing Man-Entry Sewers and Conduits

ASTM F1871-02e1 现有下水道和管线修复用A型折叠/成型聚氯乙烯管的标准规范

1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, flattening resistance, impact resistance, pipe stiffness, extrusion quality, and a form of marking for folded/formed poly (vinyl chloride) (PVC) pipe for existing sewer and conduit rehabilitation.1.2 Pipe produced to this specification is for use in non-pressure sewer and conduit rehabilitation where the folded PVC pipe is installed into and then expanded to provide a close fit to the wall of the original conduit, forming a new structural pipe-within-a-pipe.Note 18212;For installation procedures refer to Practice F 1867.1.3 This specification includes pipe made only from materials specified in Section 6. This specification does not include pipe manufactured from reprocessed, recycled, or reclaimed PVC.1.4 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are provided for information only.The following precautionary statement pertains only to the test method portion, Section 11, of this specification. 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.1.6 There is no similar or equivalent ISO Standard.

Standard Specification for Folded/Formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation

ANSI/ASTM F1698:2002 现有排污管和管道修复用聚氯乙烯管线衬里和水泥薄浆安装惯例

This practice describes the procedures for the rehabilitation of sewer lines and conduits by the installation of a field-fabricated PVC liner. After installation of the liner, cementitious grout is injected into the annular space between the liner and the existing sewer or conduit. The rehabilitation of the host structure by this installation practice results in a rigid composite structure (PVC/grout/existing pipe). This rehabilitation process may be used in a variety of gravity applications, such as sanitary sewers, storm sewers and process piping of man-entry sizes (36 to 144 in. in vertical dimension). The profile strips used for field fabrication of PVC liners are supplied in coils for spiral winding of the liner or in custom-cut flat panels for circumferential lining of all or any portion of the circumference of the host conduit (see Figs.1 and 2). The values in parentheses are provided for information purposes only.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. Particular attention is drawn to those safety regulations and requirements involving entering into and working in confined spaces.

Practice for Installation of Poly (Vinyl Chloride) (PVC) Linear and Cementitious Grout for Rehabilitation of Existing Man-Entry Sewers and Conduits