JIS A5528-1988 Hot rolled steel sheet piles
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F5218389902D478400A1286BB9D7DF95 |
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文件大小(MB)： |
0.96 |
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页数： |
5 |
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日期： |
2009-10-26 |
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文本摘录（文本识别可能有误，但文件阅览显示及打印正常，pdf文件可进行文字搜索定位）：
'.,JS~,r,589-6 C3050 ~16000E,~t,1,~iRJIi JIS J\:/"7'Y~,??II,B*mm1a~,HANDBOOK,Ferrous Materials &Metallurgy II,Steel Bars, Slections, Plates, Sheets and Strip,Steel Tubular Products,Wire Rods ;and Their Secondary Products,2000,Japanese Standards Association,-A 5526-,(2) Heat number or inspection number,(3) Dimensions (height, side, thickness and length),(4) Manufacturer's name or identifying mark,JIS A 5528,(1988),Hot Rolled Steel Sheet Piles,10. Report The manufacturer shall submit an inspection certificate to the purchaser.,Further. where the specification of Remarks of Table 2 has been applied, the,content of added element shall be stated in the inspection certificate.,Further. the traditional units accompanied by numerical,values in this Standard shall be converted to the 51 units,and numerical values on Jan. 1. 1991.,2. Classification and Symbols,The steel sheet piles shall be classified in two classes and thei symbols,shall be as given in Table I-lor Table 1-2.,1. Scope,This J~panese Industrial Standard specifies the hot rolled steel sheet,piles, heremafter referred to as the "steel sheet piles" used for sheathin,cofferdam and foundation of structure and the like. ' g.,Remark: The units and numerical values given in { } in this Standard,are based on the International System of Units (SI) and are,appended for informative reference.,JIS G 0303,JIS G 1211,JIS G 1212,JIS G 1213,JIS G 1214,JIS G 1215,JIS G 1253,JIS G 1256,JIS G 1257,l JIS G 1258,i JIS G 3192,~ JIS Z 2201,r JIS Z 2241,Attached Table 1. Cited standards,General rules for inspection of steel,Methods for determination of carbon in iron and steel,Methods for determination of silicon in iron and steel,Methods for determination of manganese in iron and steel,Methods for determination of phosphorus in iron and steel,Iron and steel- Methods for determination of sulfur content,Method for photoelectric emission spectrochemical analysis of iron,and steel,Method for X-ray fluorescence spectrometric analysis of iron and,steel,Iron and steel- Methods for atomic absorption spectrometric,analysis,Method for inductively coupled plasma emission spectrochemical,analysis of steel,Dimensions, mass and permissible variations of hot rolled steel,sections,Test pieces for tensile test for metallic materials,Method of tensile test for metallic materials,-892-,. Table 1-1. Symbols of Classes,(Applicable till the end,of 1990),Symbols of classes,SY 30,SY 40,Table 1-2. Symbols of Classes,(Applicable on and after,Jan. 1. 1991),Symbols of classes,SY 295,SY 390,-893-,-A 5528- -A 5528-,Coupling,Ihickneas,Width of body,Effective width,"H" Shape,Full width,Straight Line Shape,Effective width,Coupling .J,uterisl \,\.,Full one,side width,/Coupl1ng,\;'Co.pling,.?,~,~,Full width,"Un Shape,"Z" Shape,"o,~ ~,_~a-l+i~],Effective width,j,Full one,side width,." if ~ ~ ,1'.!~5kneas .?~ ," ?,~ il ..l.,Full one,lid. width,Effective width,4.2-1 (Applicable till the end of 1990) The steel sheet piles of a,straight line shape shall be tested in accordance with 7.3 and their resulting,coupling tensile strength shall be either not less than 400 tf/m {3.923 MN/m},or not less than 600 tf/m {5.884 MN/m} and the preference shall be left to,the specification of the purchaser.,5. Shapes. Dimensions and Their Tolerances,5.1 The sectional shape of the steel sheet piles shall be "un shape. "Z",shape. straight line shape and "H" shape and the designation of each part,shall be as shown in Fig. 1.,Fig. 1. Designation of Each Part of Section,4.2-2 (Applicable on and after Jan. I, 1991) The steel sheet piles of,a straight line shape shall be tested in accordance with 7.3 and their resulting,coupling !ensile strength shall be either not less than 3.92 MN1m or not less,than 5.88 MN/m and the preference shall be left to the specification of the,purchaser.,Olealeal canponent ,Sr-bo1,of clau p S eu,SY 30 0.040 max. 0.040 aax. 0.25 aln.,SY "" 0.0100 IIWI.. 0.040 max. 0.25 1I.1n.,Chellical cOlIIponent ,Sya,bol,of claSl p S eu,SY 295 0.01+0 ..x. C.04O 1IlaX. 0.25 lIin.,gy 390 0.040 1IaJt. 0.040 -.x. 0.25 .in.,Yield pl?int Elongation , Sy.bol Tendle atrength,of class N/.2 N/_2,Test piece No. lit. or No. 4,SI 295 490 .in. 295 .in. U .in.,SY 390 540 .in. 390 8Iin. 15 ..in.,Tenl1le atrength Yield point Elongation , S)'IIbol ~f/_2 !'gf/..2 of claaa {N/_2} {N/_2} Telt piece No.1 It. or No.4,SY 30 SO{490} .in. 3O{z94} ain. 17 .in.,SY "" 55{539} .in. 40 {J92} .in. 1.5 .in.,4. Mechanical Properties,4.1 The steel sheet piles shall be tested in accordance with 7.2 and,their resulting tensile strength, yield point and elongation shall conform,to Table 3-1 or Table 3-2.,Table 3-1. Mechanical Prop……
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