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316S14?澹撳姏鐢ㄧ剨鎺ラ嫾绠�銆備笉閵归嫾绠�
316S14?澹撳姏鐢ㄧ剨鎺ラ嫾绠�銆備笉閵归嫾绠�
鐢�(ch菐n)鍝佸児(ji脿)鏍硷細锟�0
涓婃灦鏃ユ湡锛�2023-04-26 10:15:22
鐢�(ch菐n)鍦帮細寤ｆ澅鏉辫帪甯�
鐧�(f膩)璨ㄥ湴锛�鏉辫帪甯�
渚涙噳(y墨ng)鏁�(sh霉)閲忥細涓嶉檺
鏈€灏戣捣瑷傦細1鍗冨厠
鐎忚閲忥細120
璩囨枡涓嬭級锛�鏆劇璩囨枡涓嬭級
鍏朵粬涓嬭級锛�鏆劇鐩搁棞(gu膩n)涓嬭級
瑭崇窗(x矛)瑾槑
    Grade : 316S14 澹撳姏鐢ㄧ剨鎺ラ嫾绠�銆備笉閵归嫾绠�
        Number:     X2CrNiMo18-14-3
        Classification:    濂ф皬楂斾笉閵归嫾
        Density:     8   g/cm 3
        Standard:    
    EN 10088-2:2005涓嶉姽閶�銆傞€氱敤鑰愯厫铦曢嫾鐗�/鏉垮拰甯舵潗浜よ波鎶€琛�(sh霉)姊濅欢
    EN 10088-3:2005涓嶉姽閶�銆備竴鑸敤閫旇€愯厫铦曢嫾鐨勫崐鎴愬搧銆佹鏉愩€佺窔鏉�銆佸瀷鏉愬拰鍏変寒鐢�(ch菐n)鍝佺殑浜よ波鎶€琛�(sh霉)姊濅欢
    EN 10028-7:2007澹撳姏鐢ㄩ嫾鍒舵墎骞崇敘(ch菐n)鍝併€備笉閵归嫾
    EN 10222-5:2000澹撳姏鐢ㄩ嫾閸涗欢銆傞Μ姘忛珨銆佸ェ姘忛珨鍜屽ェ姘忛珨-閻电礌楂斾笉閵归嫾
    EN 10216-5:2014澹撳姏鐢ㄧ劇绺嫾绠�銆傛妧琛�(sh霉)浜や粯姊濅欢銆備笉閵归嫾绠�
    EN 10217-7:2005澹撳姏鐢ㄧ剨鎺ラ嫾绠�銆備笉閵归嫾绠�
    EN 10296-2:2005姗�(j墨)姊板拰涓€鑸伐绋嬬敤鐒婃帴鍦撻嫾绠�銆備笉閵归嫾銆傛妧琛�(sh霉)浜や粯姊濅欢
    EN 10253-3:2008灏�(du矛)鐒婄浠�銆傜劇鐗规畩妾㈤(y脿n)瑕佹眰鐨勯崨閫犲ェ姘忛珨鍜屽ェ姘忛珨-閻电礌楂旓紙闆欑浉锛変笉閵归嫾
    EN 10253-4:2008灏�(du矛)鐒婄浠�銆傛湁鐗规畩妾㈤(y脿n)瑕佹眰鐨勯崨鍒跺ェ姘忛珨鍜屽ェ姘忛珨-閻电礌楂旓紙闆欑浉锛変笉閵归嫾
    EN 10272:2007澹撳姏鐢ㄤ笉閵归嫾妫�
    EN 10250-4:2000涓€鑸伐绋嬬敤闁嬪彛閶兼ā閸涗欢銆備笉閵归嫾
    EN 10297-2:2005姗�(j墨)姊板拰涓€鑸伐绋嬬敤鐒＄斧鍦撳舰閶肩銆備笉閵归嫾銆傛妧琛�(sh霉)浜や粯姊濅欢
    EN 10088-1:2005涓嶉姽閶�銆備笉閵归嫾娓呭柈
    EN 10088-5:2009涓嶉姽閶�銆傚缓绛戠敤鑰愯厫铦曢嫾妫掓潗銆佹鏉�銆佺窔鏉�銆佸瀷鏉愬拰鍏変寒鐢�(ch菐n)鍝佺殑浜よ波鎶€琛�(sh霉)姊濅欢
    EN 10088-4:2009涓嶉姽閶�銆傚缓绛戠敤鑰愯厫铦曢嫾鐗�/鏉垮拰甯舵潗浜よ波鎶€琛�(sh霉)姊濅欢
        Equivalent grades:   
    Chemical comb %   of   steel   X2CrNiMo18-14-3 (316S14 ):   EN 10088-2-2005
    鐗瑰畾鐨勭～鍚噺鑼冨湇鍙互鏀瑰杽鐗瑰畾鐨勮病(c谩i)鐢�(ch菐n)銆傚皪(du矛)浜庡彲鍔犲伐鎬э紝寤鸿骞跺厑瑷卞皣纭惈閲忔帶鍒跺湪0.015%鑷�0.030%涔嬮枔銆傚皪(du矛)浜庡彲鐒婃€э紝寤鸿骞跺厑瑷卞皣纭惈閲忔帶鍒跺湪0.008%鑷�0.030%涔嬮枔銆傚皪(du矛)浜庡彲妤靛寲鎬�锛屽缓璀板皣纭惈閲忔帶鍒跺湪鏈€澶�0.015%銆�
    鏈稉(j墨ng)璨锋柟鍚屾剰锛屼笉寰楁晠鎰忓皣鏈〃涓湭鍒楀嚭鐨勫厓绱犳坊鍔犲埌閶兼潗涓�锛岄櫎闈炲皪(du矛)閼勪欢閫�(j矛n)琛岀簿鍔犲伐
    .
    C Si Mn Ni P S Cr Mo N
    max   0.03 max   1 max   2 12.5 - 15 max   0.045 max   0.015 17 - 19 2.5 - 3 max   0.11
    Mechanical properties of   steel   X2CrNiMo18-14-3 (316S14 ) 
    Rm - Tensile strength (MPa) (+A) 490-700
    Rm - Tensile strength (MPa) (+AT) 490-690
    Rp0.2 0.2% proof strength (MPa) (+A) 190-240
    Rp0.2 0.2% proof strength (MPa) (+AT) 190-200
    KV - Impact energy (J) transverse, (+A) +20掳 -196掳
    60 60
    KV - Impact energy (J) longitud., (+A) +20掳
    100
    A - Min. elongation at fracture (%) (+A) 30-45
    A - Min. elongation at fracture (%) longitud., (+AT) 40
      Brinell hardness   (HB):   (+A) 215
      Brinell hardness   (HB):   (+AT) 200 

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