冷却工艺对抗大变形管线钢X70HD热涂敷性能的影响

抗大变形管线钢加热并保温一段时间后,钢管力学性能将发生变化,通常会有屈服强度、屈强比升高,均匀延伸率降低,应力—应变曲线形状改变等,这些性能变化将降低钢管抵抗变形的能力。利用扫描镜等设备研究了冷却工艺对21mmX70HD抗大变形管线钢组织、性能和应变时效硬化的影响。结果表明,随着开始冷却温度的降低,先共析铁素体含量逐渐增加,贝氏体组织含量逐渐降低,贝氏体的组织相态由粒状贝氏体逐渐向板条贝氏体转变。当开始冷却温度在700℃时,试验钢板具有最佳的综合力学性能。试验钢板制成1016mm钢管后,钢管在200℃时效保温5min下,纵向屈服强度Rt0.5为497MPa,抗拉强度Rm为695MPa,伸长率为41%,屈强比Rt0.5/Rm为0.72,Rt1.5/Rt0.5为1.24、Rt2.0/Rt1.0为1.09,均匀变形伸长率达到9.0%。     

冷却工艺对X80HD2管线钢组织和性能的影响

试验分析了开冷温度、冷却速度和终冷温度对X80HD2管线钢组织和性能的影响,结果表明,在不同开冷温度下,均能得到铁素体和贝氏体双相组织,随开冷温度的降低,铁素体含量增多,M/A含量增加,屈服强度下降,Rt0.5/Rm下降,均匀伸长率降低;随冷却速度提高,贝氏体组织细化,屈服强度增加,Rt0.5/Rm升高,均匀伸长率降低;随终冷温度降低,M/A细化,抗拉强度降低,Rt0.5/Rm升高,加工硬化速率升高,均匀伸长率升高。最佳冷却工艺参数:开冷温度690℃,冷却速度15℃/s,终冷温度400℃。     

26.4mm厚规格X80HD2管线钢的开发

以低C高Mn为基础,添加Nb、Cr、Ni、Ti、Cu等合金进行合金体系设计,采用洁净钢冶金技术,通过强化并结合两阶段轧制和ACC多路径层流冷却工艺来保证钢板的强度和高韧性,开发了大应变X80HD2管线钢。钢板具有铁素体+贝氏体双相组织,横向屈服强度470~568 MP,抗拉强度660~760 MPa,屈强比0.65~0.79;纵向屈服强度455~540 MPa,抗拉强度660~727 MPa,屈强比0.64~0.77;Rt1.5/Rt0.5均1.13,Rt2.0/Rt1.0均1.06。各项强度指标满足标准要求,各项性能指标呈正态分布。结合新开发的制管工艺,使批量生产的X80HD2抗大变形焊管具有良好的强度、大的均匀伸长率和应力比等优点。     

经TMCP处理的ABS-EQ47海工厚板钢的组织性能

 以工业生产的ABS-EQ47钢为对象,研究了奥氏体连续冷却相变行为,在中试工厂使用热机轧制（thermo-mechanical control process, TMCP）工艺成功开发出35mm和40mm 厚钢板,考察了钢板经单道次模拟焊接热循环后的组织性能。结果表明,所开发钢板的组织为针状铁素体+细粒状贝氏体,屈服强度(Rp0.2)高于500MPa,抗拉强度(Rm)高于630MPa,伸长率(A)大于20%,在-60℃下横向Charpy冲击吸收能量(KV2)大于200J。TMCP型钢板的屈强比低于同成分调质（QT）钢板的屈强比,但其Rm高于QT型钢板。模拟焊接热输入为30kJ/cm时,粗晶区HAZ试样的KV2不低于40J。     

终轧温度和冷却速度对Q550D钢组织和力学性能的影响

通过Gleeble-3800热模拟试验机,研究了终轧温度(800～950℃)和冷却速度(2～20℃/s)对Q550D微合金钢板(/%:0.06C、0.20Si、1.60Mn、0.010P、0 001S、0.10Mo、0.06Nb、0.01V、0.02Ti)的组织和力学性能的影响。结果表明,随着终轧温度的降低和轧后冷却速度的增加,粒状贝氏体逐渐减少,板条贝氏体逐渐增多,钢的屈服和抗拉强度提高的趋势比较明显,-20℃韧性得到改善,但伸长率呈下降趋势;在终轧温度为850℃、冷却速度为15～20℃/s时,Q550D钢具有较好的综合强韧性,即抗拉强度约为750 MPa,屈服强度650 MPa,伸长率39%,-20℃冲击功65 J。     

超高强铁素体/贝氏体双相钢的控轧控冷实验研究

在实验室Φ450 mm轧机上进行了铁素体/贝氏体双相钢（/%:0.22C,0.47Si,2.50Mn,0.05Al,0.02Nb,0.41 Cu）终轧800～860℃的控轧控冷实验。结果表明,实验钢经控轧控冷后,获得以铁素体/贝氏体双相组织为主并含有少量残余奥氏体+马氏体的复相组织。降低终轧温度、加快冷却速度可使铁素体晶粒细化。800℃终轧后层流冷却到560℃,然后空冷到室温的实验钢组织中残余奥氏体含量为11.4%,对强度和韧性的良好匹配贡献很大,其力学性能为:抗拉强度（R_m）1131MPa ,屈强比(R_p0.2/R_m)0.61,伸长率(A₅₀)16%,强塑积(Rm×A₅₀)18096 MPa·%     

冷却工艺对热轧高扩孔钢组织与性能的影响

采用分段式冷却模式,研究不同的空冷时间、卷取温度、冷却速度对高扩孔钢显微组织和力学性能的影响。结果表明:随着空冷时间的延长,试验钢铁素体体积分数逐渐增加,钢的强度逐渐下降,伸长率及扩孔率逐渐提高;冷速在150℃/s时,马氏体组织转变导致钢板扩孔性能明显下降;当卷取温度为450℃、中间空冷时间为6~9 s、冷却速度为50℃/s时,可获得扩孔性能优良的600 MPa级高扩孔钢。     

Ti和B对耐候焊丝钢连续相转变行为和强度的影响

 通过Gleeble热模拟方法研究了Ti和B对耐候焊丝钢的CCT行为影响规律。组织分析表明：在冷却速度为0.1~1℃/s时,将Ti质量分数从0.05%增加到0.10%后,相转变的开始和结束温度分别降低12和37℃,同时组织中TiN颗粒数量增加,也将产生M-A组元的临界冷却速度从0.5℃/s降低到0.2℃/s;继续添加0.002% B会进一步将相转变的开始和结束温度分别降低约26和60℃,同时增加相转变组织中的M-A组元的体积含量和尺寸,也将产生M-A组元的临界冷却速度从0.2℃/s降低到0.1℃/s。硬度数据表明：把Ti质量分数从0.05%增加到0.10%后,盘条强度增加约56MPa;继续添加质量分数0.002%的B后,盘条强度将再增加78MPa。     

屈服强度785 MPa低碳含铜船板钢的组织和性能

 研究了一种屈服强度大于785 MPa的船板钢,测试了其动态连续冷却相变曲线（CCT）,研究了试验钢经控制轧制+直接淬火+回火（DQ- T）工艺处理后的组织性能。结果表明,直接淬火（DQ）钢板组织为板条马氏体（LM）,回火后铜、铌元素呈弥散析出。经500 ℃回火钢板的强度最高,冲击韧性（KV2）最低。钢板经710 ℃回火,其组织为二次马氏体（SLM）+铁素体,屈服强度（Re）为810 MPa,抗拉强度（Rm）为 1 066 MPa,伸长率（A）为17%,在-80 ℃下KV2为97 J,达到最佳强韧性匹配。     

集装箱用高强耐候钢组织及腐蚀行为研究

利用动态相变仪分析Nb-Ti微合金化高强耐候钢在不同冷却速率下的显微组织变化规律,采用控轧控冷工艺获得高强热轧钢板,并通过72 h周期浸润腐蚀试验和腐蚀锈层元素分布分析对高强热轧钢板的腐蚀行为进行研究.结果表明：当冷却速度小于1℃/s时,变形后的奥氏体转变为铁素体、珠光体和贝氏体;随着冷却速率的增加,珠光体和铁素体逐渐减少并直至消失,贝氏体数量增加;采用控轧控冷工艺获得的高强钢板屈服强度为704 MPa,抗拉强度为753 MPa,伸长率为20.2%,-40℃低温冲击吸收功平均值为121 J;腐蚀后的实验钢与Q345B碳钢的相对失重率为52.11%,其表面锈层与铁基体结合紧密,表明Nb-Ti高强耐候钢在工业大气腐蚀环境下具有良好的耐腐蚀性能.     

控轧控冷工艺对低合金高强钢Q460力学性能的影响

通过改变终轧温度及轧后冷却速度,研究了终轧温度及轧后冷却速度对力学性能的影响。研究结果表明：采用轧后加速冷却的方法,可以显著细化Q460的铁素体晶粒,从而提高其强韧性能。当冷速从2℃/s提高到3.86℃/s时,铁素体晶粒直径从11.5μm细化到8.33μm。当冷速达到2.96℃/s以上时,Rel≥475MPa,Rm≥600MPa,屈强比为70%-80%。     

A Mn-Series of Oil Quenched Super-Strength Bainitic Steel With High Hardenability

A new Mn-series of oil-quenched super-strength bainitic steel was developed on the basis of the alloy system of the original Mn-series air cooled bainitic steel. The mechanical properties of the new steel are well combined while precious alloy elements and complicated technologies are not needed for its production. Experimental results show that bainite/martensite (B/M) dual phase microstructure can be obtained within a very wide cooling rate range and bainite microstructure exists even when the cooling rate reaches as fast as 60 ℃/s; the hardenability of the steel is better than that of 40CrNiMo and 42CrMo; the diameter of the round bar made of the steel is 250 mm, and the round bar tempered at 350 ℃ after oil quenching exhibits its central mechanical properties as follows: Rm=1550 MPa, Rp0.2=1270 MPa, A=15%, aku=95 J/cm2 (at room temperature).     

淬火温度对AMS 6308钢组织和性能的影响

研究了淬火处理(900℃～1010℃)对AMS6308钢(wt.%:0.1C、1.0Cr、1.97Ni、3.25Mo、2.0Cu、0.08V、0.83Si、Fe余量。)微观组织和力学性能的影响,结果表明,试验钢在915℃×0.5h油冷+(-80℃)×1h+205℃×2h回火后得到最佳的力学性能(Rm=1135MP,Rp0.2=880MP,A=16%,Z=63%,AKV2>125J,HRC=35)。     

正火控冷工艺对Q370QE钢板组织和性能的影响

采用正火控冷试验研究Q370q E钢板的生产工艺,结合力学试验和金相组织研究正火控冷工艺对Q370q E钢板组织和性能的影响,结果表明:钢板强度随冷却速度的增加和终冷温度的降低而增加,当冷却速率在8℃/s~14℃/s时,终冷温度在600℃~660℃之间,屈服强度增加约10 MPa~50 MPa,抗拉强度增加约0 MPa~20 MPa,组织为细化的铁素体和珠光体,满足桥梁钢所需的力学性能、冲击性能和焊接性能。     

含硼低裂纹敏感性钢板的研制

 通过连续冷却相?湫形芯亢腿仍ひ昭芯浚晒⒘?0~40mm厚的600MPa级含硼低裂纹敏感性钢板,并分析了热轧工艺对钢板组织和性能的影响。结果表明,较低二开轧温度(小于等于840℃),中等冷却速度(5~20℃/s)和较低终冷温度(小于等于500℃)可得到针状铁素体和贝氏体类组织,确保钢板高强韧性匹配［Rm≥620MPa;AKV(-40℃)≥100J］;同时钢板焊接性能较好,在热输入15~50kJ/cm之间,不用预热和焊后热处理,可得到满足母材性能要求的焊接接头。     

Effect of Carbon Content on Mechanical Properties and Weather Resistance of High Performance Bridge Steels

The influence of carbon content on the mechanical properties of high yield strength bridge steel has been in-vestigated. The results show that the excellent mechanical properties and corrosion resistance are obtained for the steel with carbon content of 0.03%-0.05% (mass percent). According to the results, a new weathering bridge steel plate with carbon content of 0.045% (mass percent)has been developed. The appropriate controlled cooling process should be taken due to the results of CCT (continuous cooling transformation)and TTT (time-temperature-transformation)to ensure both microstructure and mechanical properties. CCT curve of the newly developed steel shows that when accelerated cooling speed is higher than 5℃/s, the intermediate transformation products can be formed. The TTT curve displays that the intermediate transformation temperature ranges from 600 to 530℃. Yield strength of the newly developed steels reaches 500 MPa, and their elongation and toughness are excellent.     

Effect of carbon content on the mechanical properties and weather resistance of high performance bridge steels

 The influence of carbon content on the mechanical properties of high yield strength bridge steel has been investigated. The results show that, the excellent mechanical properties and corrosion resistance were obtained for the steel with carbon content between 0.03 wt.%-0.05 wt.%. According to these results, a weathering bridge plate steel with 0.045 wt.% carbon content has been developed. The appropriate control cooling process has to be taken due to the results of CCT and TTT to ensure both microstructure and mechanical properties. Continuous cooling transformation (CCT) curve of the new developing steel presents that when accelerated cooled is faster than 5℃/s, the intermediate transformation products can be formed. The isothermal transformation test (TTT) displays that the intermediate transformation temperature range in 600℃~530℃. Yield strength of the new developing steels reached 500MPa, the elongation and toughness of which are both excellent.