JIS A5526-1994 Steel H piles

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6A3CECFDD58F4C7584CFB1F56BDCE8D7

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2024-6-24

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.%亡-,英訳版, 2000,英訳版JISハンドブック,鉄鋼II 日本規格協会,HANDBOOK,Feaus,Ma一,e,s-_s,G,Me,sr_=gy,n Ferrous Materials &,Metallurgy n,Steel Bars, Sections, Plates, Sheets and Strip,Steel Tubular Products,Wire Rods and Their Secondary Products,2000,589-6 C3050 ¥16000E 日本規格協会,Japanese Standards Association,-A 5525-,(1) Symbol for class,(2) Manufacturer's name or abbreviation,(3) Serial number of manufacture,(4) Dimensions (outside diameter, thickness and length),12. Report The manufacturer shall submit an inspection certificate and the,table of dimension inspection result (one for every 10 or its fraction) to the,purchaser.,Further, when the specifications in Remarks of Table 2 are applied, the,contents of added elements shall be appended to the inspection certificate.,Attached table 1. Cited standards,JIS G 0303 General rules for inspection of steel,JIS G 1211 Methods for determination of carbon in iron and steel,JIS G 1212 Methods for determination of silicon in iron and steel,JIS G 1213 Methods for determination of manganese in iron and steel,JIS G 1214 Methods for determination of phosphorus in iron and steel,JIS G 1215 Methods for determination of sulfur in iron and steel,JIS G 1253 Method for photoelectric emission spectrochemical analysis,of iron and steel,JIS G 1256 Method for X-ray fluorescence spectrometric analysis of,iron and steel,JIS G 1257 Iron and steel — Methods for atomic absorption spectrometric,analysis,JIS G 3101 Rolled steel for general structure,JIS G 3193 Dimensions, mass and permissible variations of hot rolled,steel plates, sheets and strip,JIS Z 2201 Test pieces for tensile test for metallic materials,JIS Z 2241 Method of tensile test for metallic materials,JIS Z 3121 Methods of tensile test for butt welded joints,JIS Z 3211 Covered electrodes for mild steel,JIS Z 3212 Covered electrodes for high tensile strength steel,JIS Z 3312 MAG welding solid wires fbr mild steel and high strength,steel,JIS Z 3313 Flux cored wires for gas shielded and self-shielded metal,arc welding of mild steel, hi曲 strength steel and low,temperature service steel,JIS Z 3351 Submerged arc welding wires fbr carbon steel and low,alloy steel,JIS Z 3352 Submerged arc welding fluxes for carbon steel and low,aDoy steel,JIS Z 8401 Rules for rounding off of numerical values,JIS A 5526,(19BI),Steel H piles,1. Scope This Japanese Industrial Standard specifies the steel H piles (hereafter,referred to as "piles") used for the foundations of structures related to civil,engineering works and architecture.,Remarks: The standards cited in this Standard are shown in Attached Table 1.,2. Classification and symbols The piles shall be classified into three classes and,their symbols shall be as given in Table 1.,Table 1. Symbols of classes,SHK400,SHK400M,SHK 490 M,3. Chemical components The piles shall be tested in accordance with 7.1 and the,resulting cast-analysis values shall conform to Table 2.,Unit: %,Table 2. Chemical components,Symbol of class C Si Mn P S,SHK 400 — —— — 0.050 max. 0.050 max.,SHK 400 M 0.23 max. — 2.5 x C min. 0.040 max. 0.040 max.,SHK 490 M 0.20 max. 0.55 max. 1.50 max. 0.040 max. 0.040 max.,Remarks: Alloy elements other than those given in the above table may be,added, as required.,4. Mechanical properties The piles shall be tested in accordance with 7.2 and the,resulting yield point, tensile strength and elongation shall conform to Table 3.,一886— —887—,—A 5526— —A 5526-,Table 3. Yield point, tensile strength and elongation Table 4. Dimensions and mass,Symbol of class Thickness。),mm,Yield point,N/niin1,Tensile strength,N/mm1,Elongation %,No. 1 A test piece,SHK400 16 or under 245 min. 400 to 510 17 min.,Over 16 235 min. 21 min.,SHK 400 M 16 or under 245 min. 400 to 510 18 min.,Over 16 235 min. 22 min.,SHK 490 M 16 or under 325 min. 490 to 610 17 min.,Over 16 315 min. 21 min.,Geometrical moment,Note (り The thickness stated here denotes な given in Table 4.,5. Shapes, dimensions, mass and their tolerances,5.1 Dimensions, sectional area and mass of piles The dimensions, sectional area,and mass of pile shall be as specified m Table 4",SeetknUii mm Sectional,area,A,cm*,Unit,mass,W,kg/m,Informative reference,Geometrical,moment of inertia,J cm*,Radius of gyration,of area,i cm,Section,modal us,Z cm.a,Surface,area,Nominal mVm,ciz?HxB h 4 T,ム4 t. らムる,200 x 200 200x204 12 12 13 73 56J 4960 1700 &3S 4£8 498 167 1.17,250 X 250 244 x 252 B n 13 8131 618 8700 2 940 103 6.01 713 233 1.45,250 x 255 14 14 13 103.9 81.6 11400 3 880 105 6.11 912 304 1.47,300 x 300 294x302 12 12 13 1063 834 16600 5 510 12^ 7 JO 1 130 365 1.75,300x300 10 15 13 1183 93.0 20200 6750 1X1 755 1350 450 1.76,300 X 305 15 15 13 133.4 105 2……

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