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Preparation of special silicon steel grade MgO from hydromagnesite 被引量:12
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作者 Xiangyang Zhou Shanni Li +2 位作者 Jie Li Hongzhuan Liu Shangyuan Wu 《Journal of University of Science and Technology Beijing》 CSCD 2007年第3期225-230,共6页
A preparation technology of MgO powder used in special silicon steel from hydromagnesite mineral has been developed. The preparation technology includes the following steps: (1) calcining the hydromagnesite at 700-... A preparation technology of MgO powder used in special silicon steel from hydromagnesite mineral has been developed. The preparation technology includes the following steps: (1) calcining the hydromagnesite at 700-750°C for 1.5-2 h; (2) hydrating the calcined hydromagnesite to be slurry containing the solid-liquid ratio of 15-20 g?L?1; (3) acquiring Mg(HCO3)2 solution by carbonating the slurry, the carbonation temperature, CO2 pressure, and end point PH value of carbonation are less than 40°C, 0.4-0.6 MPa, and 7 respectively during the carbonation process; (4) preparing precipitated basic magnesium carbonate by thermally decomposing the Mg(HCO3)2 solution at 90-100°C; (5) obtaining the MgO product by calcining the precipitated basic magnesium carbonate at 850-950°C for 30-60 min, and adopting flowing nitrogen during the cooling process. By using this technology, more than 80wt% magnesium in hydromagnesite mineral can be extracted, and high-performance MgO products used in special silicon steel can be ob- tained. 展开更多
关键词 special silicon steel grade MgO hydromagnesite mineral CARBONATION end point pH value
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Microstructures and Properties of 550 MPa Grade High Strength Thin-walled H-beam Steel 被引量:2
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作者 CHEN Jiping KANG Yonglin +2 位作者 QIAN Jianqing LI Shengzhi QIAN Haifan 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2013年第6期1217-1222,共6页
The microstructures and mechanical properties of 550 MPa grade lightweight high strength thin-walled H-beam steel were experimentally studied. The experimental results show that the microstructure of the air-cooled H-... The microstructures and mechanical properties of 550 MPa grade lightweight high strength thin-walled H-beam steel were experimentally studied. The experimental results show that the microstructure of the air-cooled H-beam steel sample is consisted of ferrite, pearlite and a small amount of granular bainites as well as fine and dispersive V(C,N) precipitates. The microstructure of the water-cooled steel sample is consisted of ferrite and bainite as well as a small amount of fine pearlites. The microstructure of the water-cooled sample is finer than that of the air-cooled sample with the average intercept size of the surface grains reaching to 3.5 gna. The finish rolling temperature of the thin-walled high strength H-beam steel is in the range of 750 ~C-850 ~C. The lower the finish rolling temperature and the faster the cooling rate, the finer the ferrite grains, the volume fraction of bainite is increased through water cooling process. Grain refinement strengthening and precipitation strengthening are used as major strengthening means to develop 550 MPa grade lightweight high strength thin- walled H-beam steel. Vanadium partially soluted in the matrix and contributes to the solution strengthening. The 550 MPa grade high-strength thin-walled H-beam steel could be developed by direct air cooling after hot rolling to fully meet the requirements of the target properties. 展开更多
关键词 h-beam steel high strength thin-walled vanadium-nitrogen microalloying microstructure and mechanical property strengthening mechanism
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Application of None Cement Aluminamagnesia Gunning Mix with Special High Reactive Alumina in Steel Ladles 被引量:1
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作者 Jérome KIENNEMANN Paul SOLER Johnson LEE 《China's Refractories》 CAS 2020年第1期20-26,共7页
During calcining the aluminum hydroxide according to the Bayer process in a rotary kiln,the process of incomplete conversion to alpha alumina by soft calcination leads to a special intermediate alumina product contain... During calcining the aluminum hydroxide according to the Bayer process in a rotary kiln,the process of incomplete conversion to alpha alumina by soft calcination leads to a special intermediate alumina product containing microcrystalline of primary crystal alpha alumina particles less than 0.4μm,and other alumina phases with finer microcrystalline of less than 0.2μm particles.This special alumina powder has similar properties to silica fume or clay,such as high surface area and reactivity,fast wetting,low water demand and high stick-ability.It can partially or completely replace silica fume and clay in dry gunning mixes.It works towards improving the high temperature resistance of the gunning material matrix as well as the corrosion resistance and service life of the gunning materials.The application results show that:the ladle cementfree alumina-magnesia dry gunning mix with this special alumina sub-micro powder,compared with traditional dry gunning materials,has lower rebound loss(<10%),better adhesion rate,higher corrosion resistance and peeling resistance;and it can replace the veneering casting repair to achieve the similar performance.A further improvement goal is to replace the initial casting linings,thus this concept will give a new revolution to the monolithic steel ladles. 展开更多
关键词 NONE CEMENT GUNNING MIX special REACTIVE ALUMINA monolithic steel ladles
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Technology innovations on high quality special steel products 被引量:1
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作者 DONG Han~(1)),CHEN Silian~(1)),LAN Denian~(2)) and LIU Zhongdong~(1)) 1) Central Iron & Steel Research Institute,Beijing 100081,China 2) Chinese Iron & Steel Association,Beijing 100711,China 《Baosteel Technical Research》 CAS 2010年第S1期87-,共1页
Because special steels are the basic materials for industrialization,a national R&D program on special steel technology for high quality products have been granted to promote the special steel production and appli... Because special steels are the basic materials for industrialization,a national R&D program on special steel technology for high quality products have been granted to promote the special steel production and applications since 2008.Since then,great progresses have been achieved on ferritic stainless steel sheets,heat resistance steel pipes and tubes,microalloyed forging steel bars,and mould steel forgings for hot working. The ratio of ferritic stainless steel sheets produced by TISCO and Baosteel has been promoted through technology innovations and increased 42%and 48 in 2009 respectively.439M steel sheets have been used to exhaust system,and 444 steel sheets have been applied to kitchen and architecture.The production technologies for heat resistance steel pipes and tubes(T/P92,S3043,S31042 steels) have been developed in Baosteel and Pansteel to meet the market requirements.Meanwhile,the round bloom technology has been initiated in Xingcheng Steel.The new technologies for microalloyed forging steels,low cost steel bar,and tailored steel and components,were proposed by CISRI based on the understanding of precise chemical composition and segregation control.And the applications of microalloyed forging steel bars have been promoted remarkably.The researchers have developed high quality mould steel technologies,heavy section forgings of 718 steel,high premium H13 steel blocks and large diameter mandrels used for seamless pipe rolling.The technology innovations of the program could lead to the progress of production technology in special steel sheets,pipes,bars and forgings,and meet the demands from market.For the moment,it is actually believed that there still strong requirements for the technology innovations on special steels. 展开更多
关键词 high quality special steel TECHNOLOGY
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Hysteretic behavior of special shaped columns composed of steel and reinforced concrete(SRC) 被引量:18
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作者 Chen Zongping Xu Jinjun Xue Jianyang 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2015年第2期329-345,共17页
This paper describes a series of experimental investigations on seventeen specimens of steel reinforced concrete special shaped(SRCSS) columns under low cyclic reversed loading using parallel crosshead equipment. Nine... This paper describes a series of experimental investigations on seventeen specimens of steel reinforced concrete special shaped(SRCSS) columns under low cyclic reversed loading using parallel crosshead equipment. Nine T-shaped SRC columns, four L-shaped SRC columns and four +-shaped SRC columns were tested to examine the effects of shape steel confi guration, loading angle, axial compressive ratio and shear-span ratio on the behavior(strength, stiffness, energy dissipation, ductility, etc.) of SRCSS column specimens. The failure modes and hysteretic performance of all the specimens were obtained in the tests. Test results demonstrate that the shear-span ratio is the main parameter affecting the failure modes of SRCSS columns. The specimens with small shear-span ratio are prone to shear failure, and the primary failure planes in SRCSS columns are parallel to the loading direction. As a result, there is a symmetry between positive and negative loading directions in the hysteretic curves of the SRCSS columns. The majority of displacement ductility coeffi cients for all the specimens are over 3.0, so that the SRCSS columns demonstrate a better deformation capacity. In addition, the equivalent viscous damping coeffi cients of all the specimens are greater than 0.2, indicating that the seismic behavior of SRCSS columns is adequate. Finally, the superposition theory was used to calculate the limits of axial compressive ratio for the specimens, and it is found that the test axial compressive ratio is close to or smaller than the calculated axial compressive ratio limit. 展开更多
关键词 steel reinforced concrete special-shaped(SRCSS) co
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The development of China's special steel and the application prospects of spray-formed materials
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作者 FAN Junfei ZHAO Shunli REN Sanbing MA Chao 《Baosteel Technical Research》 CAS 2011年第3期3-8,共6页
Suggestions have been put forward speeding up the development of high-level tool steel and mold steel in China based on the analysis of products and development status of special steel home and abroad. Feasibility and... Suggestions have been put forward speeding up the development of high-level tool steel and mold steel in China based on the analysis of products and development status of special steel home and abroad. Feasibility and necessity to produce high-level tool steel and mold steel by applying the spray forming method in future have been put forward. 展开更多
关键词 special steel high speed steel die steel powder metallurgy (PM)
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Study on the properties and application of the steel slag special fine aggregate
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作者 JIN Qiang YANG Gang WANG Youqin WANG Hailong 《Baosteel Technical Research》 CAS 2011年第2期27-29,共3页
The physical properties, grading stability and application stability of the steel slag special fine aggregate (diameter≤0. 8mm) at Baosteel were analyzed in this study, and the mechanical and working properties wer... The physical properties, grading stability and application stability of the steel slag special fine aggregate (diameter≤0. 8mm) at Baosteel were analyzed in this study, and the mechanical and working properties were studied when the aggregate was applied to concrete. The: result shows that the aggregate has special advantages of hardness and wear-resistance, so it can be used as an excellent road surface material. The concrete mixed with the steel slag special fine aggregate exhibits good mechanical properties and working properties,which is safe and reliable. 展开更多
关键词 steel slag steel slag special fine agregate CONCRETE
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Development of ultra high strength special steels and wrought nickel base superalloys
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作者 CAO Weidi 《Baosteel Technical Research》 CAS 2010年第S1期85-,共1页
Ultra-high strength special steels and wrought Ni-base superalloys are been ever increasingly applied in aircraft and aerospace,power generation,oil-gas and other industries.The development of those materials is drive... Ultra-high strength special steels and wrought Ni-base superalloys are been ever increasingly applied in aircraft and aerospace,power generation,oil-gas and other industries.The development of those materials is driven by tougher working conditions,higher efficiency,environment consideration,resource limitation and cost reduction. This presentation will focus on the development of ultra high strength special steels and wrought Ni-base superalloys in aircraft industry. The examples of ultra-high strength steels include: (1) Ultra-high strength stainless steels for landing gear and other structures; (2)High speed and high temperature main shaft bearing steels; (3) Ultra-high strength steels for jet engine main shaft. New and modified Ni-base superalloys will be discussed by examples of (1 )Low cost,process-friendly superalloys with higher performance; (2)Modification of hard-to-processed superalloys. Future development of those materials will be addressed. 展开更多
关键词 Ultra-high strength special steels SUPERALLOYS Ni-base
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窄翼缘异形柱-波纹钢板剪力墙体系的抗震性能
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作者 彭晓彤 刘小荟 +1 位作者 高艺源 林晨 《济南大学学报(自然科学版)》 CAS 北大核心 2024年第3期320-330,共11页
针对钢结构住宅凸梁、凸柱和抗侧刚度不足的问题,提出一种新型窄翼缘异形柱-波纹钢板剪力墙体系;通过与传统H形钢柱-平钢板剪力墙体系进行对比,确定内嵌波纹钢板布置方式,采用ABAQUS软件建立所提出体系的有限元模型,对所提出体系的抗震... 针对钢结构住宅凸梁、凸柱和抗侧刚度不足的问题,提出一种新型窄翼缘异形柱-波纹钢板剪力墙体系;通过与传统H形钢柱-平钢板剪力墙体系进行对比,确定内嵌波纹钢板布置方式,采用ABAQUS软件建立所提出体系的有限元模型,对所提出体系的抗震性能进行分析,探讨外部框架截面形式与布置方式、波纹钢板厚度与剪跨比等对所提出体系的抗侧承载力、耗能能力和塑性变形能力的影响。结果表明:所提出的体系具有较大的抗侧承载力和较强的耗能能力、塑性变形能力,极限抗侧承载力为设计值的1.73倍,具备一定的安全储备;横向布置的波纹钢板能有效减小其作用于框架梁柱的荷载;采用十字形异形柱使所提出的体系有更强的塑性变形能力;所提出体系中的异形柱偏肢宜沿剪力墙面内方向布置,内嵌波纹钢板厚度宜取为3~5 mm,剪跨比宜控制在1.25左右。 展开更多
关键词 装配式钢结构 剪力墙体系 窄翼缘异形柱 波纹钢板 抗震性能
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深冲钢炼钢区段专线化层流运行模式实践
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作者 崔怀周 张军国 +3 位作者 曾加庆 赵进宣 林路 贺庆 《上海金属》 CAS 2024年第5期65-70,共6页
鉴于某钢厂深冲钢炼钢区段运行效率较低、能量耗散较大、过程稳定性较差等问题,对炼钢区段各工序内时间-事件进行解析,协调优化各工序作业时间;并结合生产线特点,构建“一对一”层流专线化生产路径。生产实践表明:采用专线化层流运行模... 鉴于某钢厂深冲钢炼钢区段运行效率较低、能量耗散较大、过程稳定性较差等问题,对炼钢区段各工序内时间-事件进行解析,协调优化各工序作业时间;并结合生产线特点,构建“一对一”层流专线化生产路径。生产实践表明:采用专线化层流运行模式生产深冲钢,可避免前、后工序间交叉运行时铁素流在空间、时间、能耗上的不确定性;工序间链接时间缩短,炼钢区段总作业时间从247.9 min缩短至193.5 min;过程能量耗散减少,转炉终点温度从1671.7℃降至1653.9℃。 展开更多
关键词 专线化层流运行模式 深冲钢 工序时间 链接时间 转炉终点温度
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冻融循环对十字形型钢混凝土柱轴压性能影响分析
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作者 李文 季成石 +3 位作者 滕振超 张云峰 王星卓 葛楠 《河南科学》 2024年第1期39-47,共9页
为探究十字形型钢混凝土(SRC)柱经冻融作用后力学性能的演变,考虑混凝土强度、配筋率及长细比三个影响因素,采用ABAQUS软件对十字形SRC柱进行冻融和压缩模拟研究,对比分析冻融循环对十字形SRC柱荷载-应变曲线及承载力退化规律的影响,并... 为探究十字形型钢混凝土(SRC)柱经冻融作用后力学性能的演变,考虑混凝土强度、配筋率及长细比三个影响因素,采用ABAQUS软件对十字形SRC柱进行冻融和压缩模拟研究,对比分析冻融循环对十字形SRC柱荷载-应变曲线及承载力退化规律的影响,并归纳总结其承载力退化系数表达式.结果表明:SRC试件极限承载力与冻融循环次数呈负相关趋势,冻融循环导致混凝土劣化,使构件轴压承载能力降低,100次冻融循环后,SRC柱的极限承载力最大下降8.48%;而构件轴压承载能力与配筋率呈正相关趋势,因此适当提高混凝土强度及配筋率可有效抵御构件的冻融损伤;此外,极限承载力与长细比成反比,长细比过大,构件易发生弯曲失稳破坏;所提出轴压承载力退化系数计算值与模拟值吻合度较好. 展开更多
关键词 型钢混凝土 异形柱 冻融循环 轴压性能 有限元分析
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L形钢管混凝土柱-钢梁节点的抗震性能试验研究及有限元分析
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作者 张继承 卢盛庆 +1 位作者 杨浩 刘孝禹 《长江大学学报(自然科学版)》 2024年第5期128-138,共11页
为了研究异形钢管混凝土节点的抗震性能,按照1∶2缩尺比例制作了6根L形钢管混凝土柱-钢梁节点试件。通过低周往复试验,探讨了轴压比、梁柱线刚度比和是否带楼板等因素对节点抗震性能的影响。试验结果表明:试件滞回曲线饱满,试件展现出... 为了研究异形钢管混凝土节点的抗震性能,按照1∶2缩尺比例制作了6根L形钢管混凝土柱-钢梁节点试件。通过低周往复试验,探讨了轴压比、梁柱线刚度比和是否带楼板等因素对节点抗震性能的影响。试验结果表明:试件滞回曲线饱满,试件展现出较好的抗震性能;随着梁柱线刚度比的增大,试件的强度、刚度和延性均有所提高;随着轴压比的增大,其耗能能力也增加,但延性有所下降;此外,混凝土楼板的存在对节点承载力的影响较大。利用ABAQUS有限元软件建立有限元模型进行仿真模拟分析,结果显示,有限元计算结果与试验结果符合度较好,从而验证了有限元建模的准确性,为参数分析提供依据。 展开更多
关键词 异形钢管混凝土 钢梁节点 低周往复 滞回曲线 有限元
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装配式高强钢组合延性桁框结构滞回性能研究
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作者 王凤 陈树利 +2 位作者 袁梦皓 李宁 王珊珊 《建筑科学与工程学报》 CAS 北大核心 2024年第5期23-32,共10页
为研究装配式高强钢组合延性桁框结构(HSS-PSTMF)的抗震性能并扩展其工程应用,通过ABAQUS有限元软件建立了不同耗能段长度和节间数量的HSS-PSTMF模型;对装配式高强钢组合延性桁框结构的滞回性能进行了数值分析,研究了耗能段长度、节间... 为研究装配式高强钢组合延性桁框结构(HSS-PSTMF)的抗震性能并扩展其工程应用,通过ABAQUS有限元软件建立了不同耗能段长度和节间数量的HSS-PSTMF模型;对装配式高强钢组合延性桁框结构的滞回性能进行了数值分析,研究了耗能段长度、节间数量及长深比对结构承载力、刚度、延性和耗能能力的影响规律。结果表明:延性桁框结构(STMF)体系中主要通过耗能段耗散地震能量;改变耗能段长度对结构的承载力、延性、刚度、耗能能力影响较大;当耗能段长度一定时,改变耗能段节间数量对结构的承载力、延性、耗能能力影响较小;耗能段长度介于0.2L~0.4L(L为跨度)之间且耗能段任何节间的长深比在0.67~1.5时结构抗震性能较好;耗能段长度介于0.4L~0.5L时,在满足结构安全性要求的前提下,可以将结构的长深比提高到3。 展开更多
关键词 装配式高强钢组合延性桁框结构 承载力 滞回性能 耗能段长度
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异形多腔钢管混凝土分叉短柱抗震性能试验及数值计算 被引量:1
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作者 武海鹏 崔舒蓉 +3 位作者 钟志伟 王晓蒙 甘迈 曹万林 《振动与冲击》 EI CSCD 北大核心 2024年第4期115-124,共10页
针对某超高层巨型框架结构中异形截面多腔钢管混凝土(concrete-filled steel tube, CFT)分叉柱,为研究截面加强构造对分叉短柱抗震性能的影响,进行了4个试件在竖向轴压力及水平往复两次的低周反复荷载下的抗震性能试验研究,试件上部为... 针对某超高层巨型框架结构中异形截面多腔钢管混凝土(concrete-filled steel tube, CFT)分叉柱,为研究截面加强构造对分叉短柱抗震性能的影响,进行了4个试件在竖向轴压力及水平往复两次的低周反复荷载下的抗震性能试验研究,试件上部为五边形四腔体钢管混凝土双柱肢,下部为八边形十三腔体钢管混凝土单柱肢,以此形成分叉柱;研究的截面构造包括四种:基本构造,钢管钢板整体加厚构造,距中和轴较远的钢管角部钢板内表面贴焊等肢角钢的局部钢板加厚构造,距中和轴较远的钢管腔体内置圆钢管构造。基于试验结果及截面构造特点,进行了数值计算。试验及数值计算结果表明:异形截面多腔钢管混凝土分叉短柱的破坏主要发生在上柱根部分叉截面处,表现为距离中性轴较远处的钢板撕裂以及局部焊缝开裂引起的整块钢板撕裂;内置圆钢管的加强构造承载力提高7.6%、变形能力提高14.4%,综合耗能能力最强,局部钢板加强构造承载力提高9.2%、变形能力下降18.7%,钢管钢板整体加厚构造承载力略有提高、但变形能力下降较多;提出的异形多腔钢管混凝土柱简化建模方法计算效率较高,精度满足工程设计要求。 展开更多
关键词 钢管混凝土(CFT) 分叉短柱 异形截面 多腔 抗震性能
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异型结构铝模可调节背楞支撑体系施工技术 被引量:1
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作者 李福君 刘磊 +2 位作者 陶天恒 李菊珍 黄圣贤 《建筑技术开发》 2024年第2期13-15,共3页
在沿海城市超高层建筑中常设置各式各样的弧形波浪状混凝土结构造型线条,复杂的混凝土线条节点造型一次性现浇成型质量难以控制。结合沿海城市波浪状线条特点,创新地提出使用定型钢模板施工异型波浪状的混凝土现浇结构,采用可调节背楞... 在沿海城市超高层建筑中常设置各式各样的弧形波浪状混凝土结构造型线条,复杂的混凝土线条节点造型一次性现浇成型质量难以控制。结合沿海城市波浪状线条特点,创新地提出使用定型钢模板施工异型波浪状的混凝土现浇结构,采用可调节背楞加固定型钢模板保证线条节点的一次性现浇成型质量,同时可调节背楞又不因其异型形状而无法周转使用,既保证了异型混凝土结构的一次性浇筑质量,又可满足绿色施工要求。 展开更多
关键词 异型钢模板 铝合金模板 可调节背楞
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盾构法联络通道中提高切削效率的管片弱化研究
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作者 耿佳 程雪松 +2 位作者 张天奇 逯建栋 宋彦杰 《地下空间与工程学报》 CSCD 北大核心 2024年第3期939-948,共10页
盾构法联络通道施工中因洞口处临时管片难以切削,施工中存在掘进周期长、盾机姿态难控制、涌水涌砂风险高等问题,但是关于此问题解决方案的研究目前还很缺乏。因此,本文以天津某地铁盾构法联络通道项目为背景,在保证结构施工及使用期间... 盾构法联络通道施工中因洞口处临时管片难以切削,施工中存在掘进周期长、盾机姿态难控制、涌水涌砂风险高等问题,但是关于此问题解决方案的研究目前还很缺乏。因此,本文以天津某地铁盾构法联络通道项目为背景,在保证结构施工及使用期间安全性的基础上,从弱化临时管片的角度出发,提出了3种弱化方式,分别为降低待切管片砼强度等级、减少玻璃纤维筋布筋量以及管片打孔,并利用有限元数值模拟对弱化的可能性及影响进行了研究。结果表明:(1)在3种弱化方式下,特殊衬砌环内力变化规律均为切削区内力减小,钢管片区内力增大,普通衬砌环的内力小幅度提高;(2)临时管片砼强度由C40降到C20后对衬砌环内力影响在15%以内,其中钢管片区内力增加量在5%以内;(3)主筋量减少70%以内对管片内力影响在2%以内;(4)管片内侧打孔使切削区弯矩降低30%左右,孔径与孔深尺寸相同变化量情况下,孔径对于内力影响大于孔深;(5)不同弱化方式弱化后的结构内力均在极限承载范围之内,3种弱化方式均可采用,从施工便利性和安全性角度来看,临时管片砼强度降低方案为最优方案。 展开更多
关键词 盾构法联络通道 特殊衬砌环 钢混复合管片 盾构机切削 管片弱化
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图书珍藏馆坡屋面工程设计与分析
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作者 周浩 杨瑛 +3 位作者 高鑫 冯金仁 邵喜诚 宋必达 《建筑技术》 2024年第22期2813-2816,共4页
针对大角度坡屋面采用钢筋桁架楼承板的情况,提出了局部采用异形H形钢主梁的解决方案,并给出了具体的结构布置。利用ANSYS、ABAQUS分别对异形H形钢梁和普通H形钢梁进行了施工阶段、使用阶段的受力分析。结果表明,在相同条件下两者的应... 针对大角度坡屋面采用钢筋桁架楼承板的情况,提出了局部采用异形H形钢主梁的解决方案,并给出了具体的结构布置。利用ANSYS、ABAQUS分别对异形H形钢梁和普通H形钢梁进行了施工阶段、使用阶段的受力分析。结果表明,在相同条件下两者的应力和变形差异较小;对异形H形钢梁进行了极限承载力计算,验证了异形H形钢梁的良好受力性能。结合项目情况,分别给出了箱形柱、普通H形钢次梁与异形H形钢主梁连接节点的构造方式,并进行了梁柱节点的受力分析,验证了节点的可靠性。结合建筑效果,给出了木构筑的节点构造形式,可为同类工程施工提供参考。 展开更多
关键词 坡屋面 异形H形钢梁 极限承载力 节点分析
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特殊钢模铸生产中钢锭模组合优化研究
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作者 欧阳冲 袁蒙 +1 位作者 郑志镇 李建军 《模具工业》 2024年第5期6-11,共6页
针对特殊钢的生产特点,提出求解特殊钢模铸生产过程中的钢锭模组合优化问题的方法,该方法将钢锭模组合优化问题抽象为背包问题,并使用动态规划算法和递归回溯算法进行求解,能快速计算具有最优锻造比的钢锭模组合方案,还能计算所有满足... 针对特殊钢的生产特点,提出求解特殊钢模铸生产过程中的钢锭模组合优化问题的方法,该方法将钢锭模组合优化问题抽象为背包问题,并使用动态规划算法和递归回溯算法进行求解,能快速计算具有最优锻造比的钢锭模组合方案,还能计算所有满足要求的钢锭模组合,同时考虑了出钢量与电炉生产能力是否匹配的问题。通过对生产实例进行试验,验证了该方法的有效性,能够在一定程度上满足特殊钢企业的实际应用需求,对实际生产具有一定的指导意义。 展开更多
关键词 特殊钢 模铸 钢锭模 组合优化 背包问题
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异型单肋双索面人行钢拱桥吊杆张拉方案研究
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作者 张玉斌 樊守乾 +2 位作者 王艳 李杰 张军锋 《水利与建筑工程学报》 2024年第4期165-174,共10页
为实现异型人行拱桥梁施工各阶段合理受力状态,需探索合理的吊杆张拉方案。以云溪桥-异型单肋双索面人行钢拱桥为研究对象,根据桥梁自身特点确定出吊杆张拉方案的合理性原则和多种吊杆张拉方案,建立桥梁有限元模型进行桥梁施工阶段分析... 为实现异型人行拱桥梁施工各阶段合理受力状态,需探索合理的吊杆张拉方案。以云溪桥-异型单肋双索面人行钢拱桥为研究对象,根据桥梁自身特点确定出吊杆张拉方案的合理性原则和多种吊杆张拉方案,建立桥梁有限元模型进行桥梁施工阶段分析,采用正装迭代法得到各施工阶段的吊杆张拉控制力,探讨多种吊杆张拉方案对桥梁主要构件施工阶段受力及变形的影响。结果表明:从拱肋受力与变形角度来看,从两边拱脚向中间拱顶顺序张拉吊杆方案对桥梁结构更有利;初始张拉双根吊杆措施更适合从中间拱顶向两边拱脚顺序张拉吊杆;同时张拉内外侧吊杆比先张拉外侧吊杆后张拉内侧吊杆更有利于拱肋、主梁受力与变形;双批次先外侧后内侧张拉吊杆使主要受力构件应力及变形峰值更小、变化过渡更为平缓,优于单批次内外侧同时张拉吊杆方案。桥梁内侧吊杆设计索力较小,不宜分批次张拉,外侧吊杆设计索力稍大,可进行二批次吊杆张拉。 展开更多
关键词 系杆拱桥 异型钢拱桥 人行桥 吊杆张拉方案 正装迭代法
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异形双曲面楼承板节点构造及施工方法 被引量:1
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作者 陈友续 《建筑施工》 2024年第1期71-74,共4页
为解决异形双曲面钢筋桁架组合楼板施工的难题,对某工程异形双曲面楼承板施工过程中的几种技术措施进行分析和总结,形成较为完整的施工工艺。总结的单元化、以直代曲等技术可为滑雪场、商业楼等异形双曲面钢筋桁架组合楼板施工提供借鉴。
关键词 钢筋桁架组合楼板 异形双曲面 单元块 施工技术
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