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In order to solute some quality questions of angle steel for iron tower productive process,adopt various effective methods of technical and managerial improvement,result give rise to overall quality of angle steel in all directions,meet consumer's different needs,and give rise to product competition in market place.

针对铁塔角钢生产过程中存在的质量问题,采取多项有效技术改进措施,全面提高铁塔角钢的综合质量,满足用户要求,提高产品市场竞争力。

As the crane is static the mast sections are directly fishplate onto the 4 fixing angles corresponding to the mast type used.

由于该起重机是固定式的,其塔节与四根固定角钢呈鱼尾形连接,而角钢的形式又与塔身类型相对应。

The hydraulic angle semi automatic product line is mainly used in punching and printing procedures of equilateral and inequilateral angles with their side length of 160 mm and smaller ones; leaves out lineation on angles and alinement when punching one by one; it only needs to input such parameters as the positions of each hole and of printing; put the angles to be processed on the pincer of the cart; then, automatic consecutive punching can be realized.

本液压角钢半自动生产线主要用于边长160mm及以下各种等边不等边角钢的冲孔及打字工序,省掉在角钢上逐一划线及冲孔时逐一对线的作业,只须按一定程序将各孔位置需打字位置等参数输入计算机,将所需加工角钢装在小车夹钳上后,即可实现自动连续冲孔。

Through pseudo-static test s of minor axis semi-rigid connections with angles,mechanical performance and damage mechanism on two types of minor axis semi-rigid connections with top and seat angles were analyzed systematically.

通过顶底角钢与H型钢柱弱轴连接节点的伪静力试验,分析了两种弱轴顶底角钢连接节点在循环荷载作用下的受力性能和破坏机理。

Location of the rotation center and contact frication state of connection components were another objective of this study. FEM analysis fit well with test results.

有限元参数分析表明,在影响角钢连接刚度和承载力的诸多因素中,角钢的厚度、梁的高度、螺栓的位置和柱腹板(或本文新型连接的T形件翼缘)的宽厚比、螺栓直径和预拉力大小影响较明显,其中角钢厚度影响最大。

How to ensure this new structure to be in elastic state under frequent earthqu ake, be mendable under design earthquake and not collapse under infrequent earthquake, especially the last item, is the problem to be solved imminently in engineering field. Center around this problem, 5 aspects of investigation are carried out as following:(1) The experiment of seismic performance of ASCCs in this new frame structure has not been reported, in order to study this problem, 9 ASCC specimens with shear steel plate are tested subjected to the horizontal low cyclic loading, in which, the shear span ratio is 3 and axial compression ratio is different. The hysteretic curves of 9 specimens are obtained. The seismic performance indexes such as energy dissipation, stiffness degradation, strength degradation, skeleton curves and ductility of this kind of column are acquired, and the seismic fortification measures including ultimate values of axial compression ratio under different seismic degree are suggested.

1新型框架结构中所采用的角钢混凝土柱抗震性能的试验研究尚未见报道,针对这一问题,本文进行了9根剪跨比为3、不同轴压比、采用钢板箍的角钢混凝土柱在水平低周反复荷载作用下的试验研究,获得了9根试验柱的滞回曲线,考察了该类柱的耗能、刚度退化、抗力衰减、骨架曲线及延性等抗震性能指标,建议了角钢混凝土柱在不同抗震等级下的轴压比限值等抗震构造措施。

And destruction usually occurs on angle.(2)Around the keyhole, the stress centralizes, column" edge opt to inflects in local.(3)The change of friction coefficients or bolt pretension forces can"t affect the performance of top-and-seat angel connections so much.(4)The parameters of angel influence joints performance greatly.

破坏一般是由于顶角钢上应力过大,形成塑性铰而导致的;(2)柱翼缘在与顶角钢相连的螺栓孔周围,存在应力集中,容易导致局部屈曲;(3)材料抗滑移系数的改变和螺栓预拉力的大小对于节点受力性能的影响并不明显;(4)角钢参数的改变对节点的各项性能影响显著,增加角钢厚度,节点的强度、刚度和延性都能得到明显的提高;增加角钢长度,节点的强度和刚度也有较大的提高,延性则略有下降;(5)柱轴压比过大时,节点的承载力、刚度以及变形能力明显下降;(6)螺栓中心线到角钢肢背距离增大时,节点的强度和刚度有所下降,但延性略有增加。

According to the market demand and technical development trend of steel structure products and with a large number of angle steel applying in steel structure products,it is very necessary to design an advanced full automatic angle shearing machine replacing the original maching tool to raise productivity greatly.

根据钢结构产品的市场需求和技术发展方向,以及角钢在钢结构产品中的大量应用,设计出一台先进的全自动角钢剪切机,替代原有的加工方法,成倍提高生产率。

After verification of FEM, 45 species of 15 series are computed. The major parameters including slippage coefficients, pretensions forces, dimensions of angles, arrangement of bolts, connection method among angle, beam web, column flange, and so on are studied. Some important conclusions are drawn.

主要研究了摩擦系数、螺栓预拉力、螺栓线到与柱连接角钢肢背的距离、螺栓直径及级别、梁长、螺栓排列布置、梁高、柱翼缘厚度、角钢厚度、角钢长度、梁腹板只与角钢肢尖相焊接、钢材强度、角钢与梁柱均栓接、角钢与柱焊接与梁栓接、角钢与梁柱均焊接等参数对腹板双角钢梁柱连接滞回性能的影响,得出了一系列重要的结论。

After verification of FEM, 45 species of 15 series are computed. The major parameters including slippage coefficients, pretensions forces, dimensions of angles, arrangement of bolts, connection method among angle, beam web, column flange, and so on are studied. Some important conclusions are drawn.At last, Advices for seismic design based on tests and FEM analysis are presented at last. The study is rather comprehensive and systematic, and the conclusions. can be useful for revising design code, guiding design of engineering, and provide good basis for further to study behavior of shear beam-to-column connections.

主要研究了摩擦系数、螺栓预拉力、螺栓线到与柱连接角钢肢背的距离、螺栓直径及级别、梁长、螺栓排列布置、梁高、柱翼缘厚度、角钢厚度、角钢长度、梁腹板只与角钢肢尖相焊接、钢材强度、角钢与梁柱均栓接、角钢与柱焊接与梁栓接、角钢与梁柱均焊接等参数对腹板双角钢梁柱连接滞回性能的影响,得出了一系列重要的结论。

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