型钢板的英文

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英文翻译
造句

shaped steel plate

型钢 fashioned iron; figured iron ...
板 board; plank; plate
u型钢板桩 u section steel sheet pile; u-section steel sheet pile
成型钢板 shaped steel plate
压型钢板 channeled steel plate; profiled steel sheet
滚压成型钢板 rolled plate
冷态成型钢板 cold-forming plate
压型钢板楼板 composite floor with profiled steel sheet; composite mortar
成型钢板异形金属板 stampedplate
建筑用压型钢板 roll-profiled steel sheet for building
重型钢板冲压机 gapress
重型钢板折弯机 heavy steel plate bending roll
型钢 fashioned iron; figured iron; shape steel; profile steel; formed steel; structural steel; [冶金学] section steel; [工业]rolled-steel section◇型钢轨机 shape mill; section mill; shape rolling mill
钢板 [冶金学]1.(板状钢材) steel plate; nickelclad steel sheet; plate 薄钢板 steel sheet; sheet steel; 成型钢板 shaped steel plate; 锅炉钢板 boiler plate; 厚钢板 steel plate; 抗低温钢板 low temperature resistant steel plate; 网眼钢板 perforated plate; 造船钢板 ship plate2.(汽车上的片状弹簧) spring3.(誊写钢板的简称) stencil steel board
c型钢 c type steel; c-type steel
t形型钢 teeprofile
z型钢 z-steel
宽腰t型钢 high webbed tee iron
切角(型钢) snip
轻型钢 light section; light steel; light weight section; lightweight section
小型钢 figured bar ion; merchant bar
型钢（条） profile
型钢材 rolled sections; structural section
型钢的 open bevel
型钢钉 round steel tape t nails; round steel tape u nails; steel tape l nails

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例句与用法

Via comparing chinese specification with aisc specification , some important factors that must involve in the design of floor system consisting of composite slab and composite beam are complemented . the two most important is the shape of formed steel deck that can be used in composite slab and the design shear strength of welded stud shear connectors
在组合楼盖体系设计中，笔者通过对中、美两国规范、规程的对比，对在中国规范、规程中未曾明确提出却需要在组合楼盖设计中加以考虑的一些因素进行了说明，其中最主要的是压型钢板的选型依据和焊钉抗剪承载力的影响因素。
The company lies in the changjiang runfa industrial park of the east district of economic development zone suqian . it mainly produces the anti - fingerprint board , the zinc - plated oil board , hot and cold - rolled scribbling type stencil plate , which are selected by many electrical home appliances , automobile and other professional manufactures of our country
公司位于宿迁市经济开发东区长江润发工业园内，主要生产经营电镀锌耐指纹板电镀锌涂油板及热轧型冷轧型钢板，为国内多家家电汽车等专业生产厂家选用。
In this paper , based on a typical plan arrangement of two - user - on - one - storey and leap storey type multi - story house , the mechanical behaviours of the truss system , the difficulties in designing the truss system and the design of composite floor system is deeply analysed ; the connection design , fire proofing and corrosion protection used in this structure system are briefly introduced
本论文以一梯两户跃层式多层住宅的一种典型平面布置为依托，以构思该住宅结构体系设计的方式，对这种桁架体系的受力性能、设计难点和应用于该结构体系的压型钢板?混凝土组合楼盖的设计进行了深入分析，对结构采用的连接、墙体和防火防腐措施进行了简单讨论。
The paper made up a flexural experiment with six pieces of composite slab . during the every step of load exerted , the paper recorded the strain of cold - form steel deck and concrete , deflection , crack , slide , ultimate bearing capacity . by changing the thickness of cold - form deck , thickness and strength of concrete , amount of steel stud and other parameters , the paper discussed the behavior of loaded composite - slab
本文进行6块组合板的抗弯性能试验，测试各级荷载下压型钢板及砼应变、组合板挠度、裂缝、板端滑移、组合板抗弯极限承载力；通过压型钢板厚度、砼板厚度、砼强度等级、栓钉数量等几个参数的变化，探讨组合板在荷载作用下的内力、变形情况。
The main purpose of this paper is to realize the section properties and moment capacities of profiled sheets by experimental study and academic analysis for three types of profiled metal sheets which are called u450 , u860and super combination profiled metal sheets produced by shanghai baosteel metallurgical construction corporation . its main contents include : ( l ) according to " european recommendations for the testing of profiled metal sheets " , the moment capacities of 32 full - size u450 and u860simple and continuous specimens are tested . ( 2 ) using the finite element program ansys and nonlinear finite element method , the moment capacities of super combination profiled metal sheets profiled are analyzed
主要内容有： ( 1 )依据《金属压型钢板试验欧洲建议》，进行了32块1 : 1的u450 、 u860二类压型钢板试件简支、连续板弯曲性能试验研究； ( 2 )采用有限元程序ansys对超级组合压型钢板受弯性能进行了非线性有限元分析，分析中考虑了大变形与几何初缺陷，得出其荷载?挠度曲线与极限荷载p _ ( max ) ，通过截面特性与曲线斜率、极限荷载的关系式得到截面特性；并将分析结果与同济大学试验结果进行对比分析。
On the basis of relative researches in the world , according to the study status of steel - concrete composite slab , which would be widely used in modern bridge , modified equivalent inflexibility of steel - concrete composite slab was deduced by use of conversion section principle in this paper ; based in this , this paper put forwards the theory of ultimate flexural capacity of steel - concrete composite slab in consideration of slip effect , and introduces the practical simplified method for calculating flexural deformation of steel - concrete composite slab in consideration of the effect of steel studs and welded wire , and conclude that the methods in this paper is veracious and reliable , comparing with the traditional calculating mode ; morever , this paper put forwards the calculating theory and program of the effect analysis of creep and shrinkage to steel - concrete composite slab , using conversion elastic modulus principle , and testifies that the theory is right and the program is reliable and practical
本文在国内外研究成果的基础上，针对压型钢板与混凝土组合板结构在现代桥梁建设中广泛应用前景和研究现状，利用换算截面法导出了压型钢板与混凝土组合板结构的修正等效惯性矩；在此基础上，又推出了考虑压型钢板与混凝土之间的相对粘结滑移影响的压型钢板与混凝土组合板结构极限抗弯承载能力计算理论，并介绍了考虑栓钉、联结件影响的压型钢板与混凝土组合板结构简化实用挠曲变形计算公式，而且通过与传统计算理论的分析比较，表明本文提出的计算理论公式的准确可靠性；此外，采用换算弹性模量比法着重提出了压型钢板与混凝土组合板结构的徐变、收缩效应分析的计算理论和程序，并通过实例分析计算证明了理论的正确性、程序的可靠性和实用性。
According to the new concrete code , the calculation formula are put forward concerning the load - carrying capacity during construction , the load - carrying capacity of cross - section bending , longitudinal shearing , the inclined - section shearing and part shearing during the application of the continuous composite floor slab , which provide the design proofs for the continuous composite floor slab
摘要根据新混凝土规范，给出了连续跨压型钢板与混凝土组合板施工阶段的承载力计算公式及使用阶段的正截面抗弯承载力、纵向水平抗剪承载力、斜截面抗剪承载力和局部抗冲切承载力计算公式，为连续组合楼板的设计提供了依据。
Light steel is the sansei construction , which is adopted got - up h type steel , thin cliff cold blending c , z type steel combination or construction framework , the roof and the wall body are adopted color coat die - mould steel board or sandwich color board , which already replaces the traditional armored concrete build in developed countries
轻钢结构是第三代建筑，它采用制作h型钢及薄壁冷弯c 、 z型钢组合或建筑骨架，层面和墙体采用彩色涂层压型钢板或夹芯彩板，在发达国家已基本取代传统的钢筋混凝土建筑。
Through analyzing bending stiffness of composite slabs in the paralled and cross wise wave direction of steel sheet , the author got load - bending stiffness in these two directions . with the finite elements method , the author studied the mechanism and load - carrying characters under uniform loading of composite slabs and put forward a theorem calculating distortion and analyzed crash mode of this structure
通过分别对组合板沿压型钢板波纹方向和垂直于压型钢板波纹方向弯曲刚度的分析，得出型钢和压型钢板与混凝土组合板两个方向的抗弯刚度，采用有限元分析方法，研究组合板在均布荷载作用下的工作机理和受力性能，提出挠度计算公式。
In this paper , penman does some study - works as follows : the experiments of sixty jointing pieces and stressed skin diaphragm . through the experiment date researching and analyzing , the " p ? " curve of the stressed skin diaphragm is presented ; the analysis of jointing pieces data . the calculate method of loading capacity and range of shear rigidity value , the linker ' s dependability coefficient and the importance factor of linker are presented ; the calculate method definiteness
本文针对国内常用板型自攻螺丝连接的蒙皮体组合体做了整体试验，进行了以下几个方面的研究工作：进行了60个小试件的拉伸试验和蒙皮组合体的整体试验，记载了试验的应力应变数据，研究了连接点的受力状态以及构件连接点附近压型钢板的应力状态，得出蒙皮组合体的p ?曲线；小试件的拉伸试验数据分析。