ASTM C655-2007 Standard Specification for Reinforced Concrete D-Load Culvert Storm Drain and Sewer Pipe《钢筋混凝土D型承重涵管、雨水管和污水管的标准规范》.pdf
《ASTM C655-2007 Standard Specification for Reinforced Concrete D-Load Culvert Storm Drain and Sewer Pipe《钢筋混凝土D型承重涵管、雨水管和污水管的标准规范》.pdf》由会员分享,可在线阅读,更多相关《ASTM C655-2007 Standard Specification for Reinforced Concrete D-Load Culvert Storm Drain and Sewer Pipe《钢筋混凝土D型承重涵管、雨水管和污水管的标准规范》.pdf(6页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: C 655 07Standard Specification forReinforced Concrete D-Load Culvert, Storm Drain, andSewer Pipe1This standard is issued under the fixed designation C 655; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of la
2、st revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This specification covers reinforced c
3、oncrete pipe de-signed for specific D-loads and intended to be used for theconveyance of sewage, industrial wastes, and storm water andfor the construction of culverts.1.2 A complete metric companion to Specification C 655has been developedSpecification C 655M; therefore, nometric equivalents are pr
4、esented in this specification.NOTE 1Experience has shown that the successful performance of thisproduct depends upon the proper selection of the pipe strength, the type ofbedding and backfill, the care that the installation conforms to theconstruction specifications, and provision for adequate inspe
5、ction at theconstruction site. This specification does not include requirements forbedding, backfill, the relationship between field load conditions and thestrength designation of pipe, or durability under unusual environmentalconditions. These requirements should be included in the project specifi-
6、cation.2. Referenced Documents2.1 ASTM Standards:2A 82/A 82M Specification for Steel Wire, Plain, for Con-crete ReinforcementA 185/A 185M Specification for Steel Welded Wire Rein-forcement, Plain, for ConcreteA 496/A 496M Specification for Steel Wire, Deformed, forConcrete ReinforcementA 497/A 497M
7、Specification for Steel Welded Wire Rein-forcement, Deformed, for ConcreteA 615/A 615M Specification for Deformed and PlainCarbon-Steel Bars for Concrete ReinforcementC33 Specification for Concrete AggregatesC 150 Specification for Portland CementC 497 Test Methods for Concrete Pipe, Manhole Section
8、s,or TileC 595 Specification for Blended Hydraulic CementsC 618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC 822 Terminology Relating to Concrete Pipe and RelatedProductsC 989 Specification for Ground Granulated Blast-FurnaceSlag for Use in Concrete and Mor
9、tarsC 1116 Specification for Fiber-Reinforced Concrete andShotcreteE 105 Practice for Probability Sampling Of Materials3. Terminology3.1 DefinitionsFor definitions of terms relating to con-crete pipe, see Terminology C 822.4. Basis of Acceptance4.1 The acceptability of the pipe design shall be deter
10、minedin accordance with Section 9. After the pipe design has beenaccepted, or if the pipe design has been accepted previously inaccordance with Section 9, the owner may select and haveapplied the basis of acceptance described in either 4.1.1 or4.1.2. Unless designated by the owner at the time of, or
11、 beforeplacing an order, either basis of acceptance shall be permitted.4.1.1 Acceptance on the Basis of Pipe Load and MaterialTests and Inspection of Manufactured Pipe for DefectsDetermine in accordance with Sections 5, 6, 8, and 10.NOTE 2It is necessary that samples be selected at random. Forguidan
12、ce see Practice E 105.4.1.2 Acceptance on the Basis of Concrete Compression andMaterials Tests and Inspection of Manufactured Pipe forDefectsDetermine in accordance with Sections 5, 6, 8 and11.4.2 Age for AcceptancePipe shall be considered ready foracceptance when they conform to the requirements.1T
13、his specification is under the jurisdiction of ASTM Committee C13 onConcrete Pipe and is the direct responsibility of Subcommittee C13.07 onAcceptance Specifications and Precast Concrete Box Sections.Current edition approved March 1, 2007. Published March 2007. Originallyapproved in 1970. Last previ
14、ous edition approved in 2004 as C 655 04e1.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM In
15、ternational, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5. Design and Manufacturing Data5.1 The manufacturer shall provide the following informa-tion regarding the pipe unless waived by the owner:5.1.1 Basis of acceptance.5.1.2 Pipe design strength.5.1.3 Phys
16、ical CharacteristicsDiameter, wall thickness,laying length, and joint details.5.1.4 Design concrete strength; minimum f 8cequals 4000psi.5.1.5 Admixtures.5.1.6 Reinforcement:5.1.6.1 Type of reinforcement, applicable reinforcementspecification, and grade.5.1.6.2 Placement, placement tolerances, diame
17、ter, spacingand cross-sectional area of circumferential, longitudinal, andspecial reinforcement.5.1.7 Manufacturing and curing process.6. Materials and Manufacture6.1 Materials:6.1.1 Reinforced ConcreteThe reinforced concrete shallconsist of cementitious materials, mineral aggregates, andwater, in w
18、hich steel has been embedded in such a manner thatthe steel and concrete act together.6.1.2 Cementitious Materials:6.1.2.1 CementCement shall conform to the requirementsfor portland cement of Specification C 150 or shall be portlandblast-furnace slag cement or portland-pozzolan cement con-forming to
19、 the requirements of Specification C 595, except thatthe pozzolan constituent in the Type IP portland pozzolancement shall be fly ash.6.1.2.2 Fly AshFly ash shall conform to the requirementsof Specification C 618, Class F or Class C.6.1.2.3 Ground Granulated Blast-Furnace Slag (GGBFS)GGBFS shall con
20、form to the requirements of Grade 100 or 120of Specification C 989.6.1.2.4 Allowable Combinations of CementitiousMaterialsThe combination of cementitious materials used inthe cement shall be one of the following:(1) Portland cement only,(2) Portland blast furnace slag cement only,(3) Slag modified P
21、ortland cement only,(4) Portland pozzolan cement only,(5) A combination of portland cement and fly ash, or(6) A combination of portland cement and ground granu-lated blast-furnace slag.(7) A combination of portland cement, ground granulatedblast-furnace slag (not to exceed 25% of the total cementiti
22、ousweight), and fly ash (not to exceed 25% of the total cementi-tious weight).6.1.3 AggregatesAggregates shall conform to the require-ments of Specification C33, except that the requirement forgradation shall not apply.6.1.4 Admixtures and BlendsAdmixtures and blends shallbe allowed to be used unles
23、s prohibited by the owner.6.1.5 Steel ReinforcementReinforcement shall consist ofwire conforming to Specification A 82 or Specification A 496,or of wire fabric conforming to Specification A 185 or Speci-fication A 497, or of bars of Grade 40 steel conforming toSpecification A 615/A 615M.6.2 Manufact
24、ure:6.2.1 MixtureThe aggregates shall be sized, graded, pro-portioned, and mixed with such proportions of cementitiousmaterials and water as will produce a homogeneous concretemixture of such quality that the pipe will conform to the testand design requirements of this specification.All concrete sha
- 1.请仔细阅读文档,确保文档完整性,对于不预览、不比对内容而直接下载带来的问题本站不予受理。
- 2.下载的文档,不会出现我们的网址水印。
- 3、该文档所得收入(下载+内容+预览)归上传者、原创作者;如果您是本文档原作者,请点此认领!既往收益都归您。
下载文档到电脑,查找使用更方便
10000 积分 0人已下载
下载 | 加入VIP,交流精品资源 |
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- ASTMC6552007STANDARDSPECIFICATIONFORREINFORCEDCONCRETEDLOADCULVERTSTORMDRAINANDSEWERPIPE 钢筋混凝土 承重 涵管

链接地址:http://www.mydoc123.com/p-507909.html