| 瑭崇窗(x矛)鍙冩暩(sh霉) | |||
|---|---|---|---|
| 鍝佺墝/寤犲 | 鍐堕煋 | 鐗岃櫉 | Z6CNNb18-10, |
| 鍝佸悕 | 鐮旂（妫�,榛戠毊妫�,鏄撹粖妫� | 琛ㄩ潰 | 鎷嬪厜 |
| 鍔犲伐宸ヨ棟 | 閸涘 | 璨ㄦ簮閵峰敭椤炲瀷 | 鐝�(xi脿n)璨� |
| 鍔犲伐鏈嶅嫏(w霉) | 鐒″姞宸� | 鍔犲伐瀹氬埗 | 鏄� |
| 鐢ㄩ€旇寖鍦� | 閲戝爆鍒跺搧 | 鏄惁閫�(j矛n)鍙� | 鏄� |
| 闀峰害 | 鍏朵粬 | 鎶楁媺寮�(qi谩ng)搴� | 鍏朵粬 |
| 鍩�(zh铆)琛屾(bi膩o)婧�(zh菙n) | 鑻辨(bi膩o) | 璩�(zh矛)閲忕瓑绱� | A绱� |
| 鏉愯唱(zh矛) | 濂ф皬楂�,棣皬楂�,閻电礌楂� | 鏂烽潰鏀剁府鐜囅�(%) | , |
| 浼搁暦鐜囄�5(%) | , | 灞堟湇寮�(qi谩ng)搴� | , |
| 閲嶉噺 | 涓嶉檺 | 瑕�(gu墨)鏍� | 榻婂叏 |
| 鐢�(ch菐n)鍦� | 閫�(j矛n)鍙� | ||
Grade : Z6CNNb18-10濂ф皬楂斿鍔涚敤涓嶉姽閶兼
Number: X6CrNiNb18-10
Classification: 濂ф皬楂斾笉閵归嫾-鐗规畩绛夌礆
Density: 7.9 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°€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灏嶇剨绠′欢銆傜劇鐗规畩妾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灏嶇剨绠′欢銆傛湁鐗规畩妾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�銆佺窔鏉愩€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
Equivalent grades:
Chemical comb % of steel X6CrNiNb18-10 (Z6CNNb18-10 ): EN 10088-2-2005
Nb=10*C鑷�1.0
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�锛岄櫎闈炲皪閼勪欢閫�(j矛n)琛岀簿鍔犲伐
| C | Si | Mn | Ni | P | S | Cr | Nb |
| max 0.08 | max 1 | max 2 | 9鏈�12鏃� | max 0.045 | max 0.015 | 17 - 19 | max 1 |
| Mechanical properties of steel X6CrNiNb18-10 (Z6CNNb18-10 ) | ||
| Rm - Tensile strength (MPa) (+A) | 500-740 | |
| Rm - Tensile strength (MPa) (+AT) | 510-740 | |
| Rp0.2 0.2% proof strength (MPa) (+AT) | 205 | |
| Rp0.2 0.2% proof strength (MPa) (+A) | 200-240 | |
| KV - Impact energy (J) transverse, (+A) | +20掳 | -196掳 |
| 60 | 40 | |
| KV - Impact energy (J) longitud., (+A) | +20掳 | |
| 100 | ||
| A - Min. elongation at fracture (%) (+A) | 30-40 | |
| A - Min. elongation at fracture (%) longitud., (+AT) | 35 | |
| Brinell hardness (HB): (+A) | 230 | |
| Brinell hardness (HB): (+AT) | 210 |
