共查询到19条相似文献,搜索用时 138 毫秒
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针对现行规范中高强度螺栓承压型连接不应用于直接承受动力荷载结构的规定,引出关于动力荷载的讨论,进而讨论承压型连接高强螺栓的适用范围,比较了各种规范对于高强度螺栓连接的规定,明确其基本要求之一是弹性阶段连接不能滑移,据此要求,对高强度螺栓承压型连接未滑移时和已滑移时的承载力与摩擦型连接承载力进行比较,最后总结了高强度螺栓承压型连接的各种适用范围。 相似文献
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中美钢结构规范高强螺栓连接设计比较 总被引:1,自引:0,他引:1
根据中美钢结构设计规范的高强螺栓摩擦型和承压型连接设计方法进行研究,结合算例分析两种连接方式以及中美规范的差异与相应的原因,为相关行业设计人员提供参考。 相似文献
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轻钢结构中承压型高强度螺栓连接的设计与施工 总被引:3,自引:0,他引:3
简述轻钢结构中的几种栓接形式,其中着重对中美两国承压型高强螺栓连接的设计与施工原理进行了分析与比较,并就我国在轻钢结构中使用承压型高强螺栓连接存在的问题提出合理化建议。 相似文献
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对广东科学中心屋面维护结构檩条设计及节点连接形式进行了介绍和分析,并探讨了在维护结构和主体结构节点连接中使用承压型高强螺栓连接的工作机理、力学性能,为工程设计中应用提供有益的参考。 相似文献
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摩擦型高强螺栓连接节点性能试验研究 总被引:3,自引:0,他引:3
通过试验,对6个采用摩擦型高强螺栓连接的钢梁和连接板连接节点域在往复荷载作用下的承载力、破坏形态以及变形性能等进行了研究。研究结果表明,摩擦型高强螺栓连接节点能够传递一定弯矩并具有较强变形能力,但其承载力较差,在设计中宜作为铰接节点处理。另外螺栓规格及螺栓排列方式对节点性能也有较大影响。 相似文献
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普通螺栓与高强螺栓在梁柱连接中的应用 总被引:1,自引:0,他引:1
分析了普通螺栓与高强摩擦型螺栓在梁柱抗弯连接中的计算方法,提出两种螺栓在工程实践中,采用普通螺栓相比高强摩擦型螺栓的优点,避免工程设计人员不区分结构承受荷载性质而全部采用高强摩擦型螺栓连接,造成建筑成本提高,并提出了在何种荷载状态下采用哪种螺栓比较合理,来保证梁柱节点设计的合理性。 相似文献
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结合工程实例,根据国家建筑设计规范,对结构设计中的伸缩缝、沉降缝、抗震缝及施工缝的作用及设置规定进行了分析探讨,指出设置结构缝时,应根据建筑物的具体特点,合理解决结构安全和建筑使用功能的矛盾。 相似文献
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Socket joint systems are typical semi-rigid joints used in space structures. This paper presents numerical analyses of semi-rigid joint systems in which the bolts are pretensioned. Eleven numerical models of socket joints are studied: three of them are subjected to bending and the others are subjected to proportional bending and axial compression. Moment–rotation relationships of the joints are obtained using models in which the material and geometric nonlinearity are taken into account. The load-carrying mechanism of socket joint system is investigated in detail through the numerical analysis. Through comparison of the finite element analysis (FEA) and corresponding test measurements, it is shown that the proposed FEA models can be used effectively to describe the mechanical performance of the semi-rigid joints in spatial structures, including the initial bending stiffness, ultimate bending moment, deformation and the failure mode. 相似文献
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Luciano R.O. de Lima José L. de F. Freire Sebastião A.L. de Andrade 《Journal of Constructional Steel Research》2009,65(2):466-478
Traditionally, the steel portal frame design assumes that beam-to-column joints are rigid or pinned. However, it is largely recognized that the great majority of joints do not exhibit such idealized behaviour transmitting bending moments with non-negligible rotations. These joints are called semi-rigid and their design should be performed according to their actual structural behaviour. When minor axis beam-to-column joints are considered, the adopted design process generally assumes a flexible response although this is not true for the great majority of structural joints. Minor axis joints present a distinct behaviour that differentiates them from major axis joints. In fact, the absence of transverse stiffeners implies that the column web must resist all the tensile and compressive forces arising from the beam flanges in bending, akin to a plate supported on its vertical sides. In order to evaluate this component’s behaviour, this paper presents a comparison between results obtained from a finite element model analysis and experiments. The experimental programme was based on the use of reflection photoelasticity techniques to determine the column web stress and strain distribution present in minor axis semi-rigid joints. This technique, although widely used for determining stress and strain distributions in other applications, was first used in this investigation to determine the semi-rigid joints structural response. 相似文献
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钢框架梁柱节点是钢结构设计中的重要部位和受力的薄弱环节,通过试验的方法研究了此类节点的受力性能、破坏模式和规律,以期为工程实际提供初步的参考。 相似文献
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地下工程结构防水一直是人们关注的话题,也是日后工程投入运营阶段,易出现质量问题的环节。通过对我国高烈度区第一条沉管隧道——天津市滨海新区中央大道海河隧道工程暗埋段施工为背景,研究总结出施工缝、变形缝、围护结构穿过防水层、主体结构外包防水卷材等关键节点防水设计与施工技术。 相似文献
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The component method proposed by the Eurocode is an excellent and versatile analysis tool, which can be applied to a wide variety of joints. However, it lacks appropriate components to predict the behaviour of minor-axis and three-dimensional joints. In this paper, a new component for laterally supported plates in bending (applied here to the column web and to the additional plate in bending) is presented and applied to minor-axis joints. Also, complete elastic models for both major- and minor-axis three-dimensional joints are presented. The proposed models take into account the effects on the elastic behaviour of each component caused by proportional loading along both axes. 相似文献
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钢筋混凝土异形柱框架节点抗震性能试验 总被引:12,自引:0,他引:12
对6个T形截面柱框架节点试件(2/3缩尺)进行低周期反复荷载作用下的试验研究。分别以梁截面高度、柱轴压比和节点区水平箍筋体积配箍率为变量参数,研究其对节点区裂缝的形成与开展、节点的破坏机理和节点抗震性能(其中包括梁纵向钢筋锚固、节点延性和耗能等)的影响。提出在低周期反复荷载作用下T形柱框架节点的裂缝呈反“K”型,而不是类似于常规矩形节点的“X”型交叉裂缝,其受力机理偏于较陡的斜压杆受力模型。同时指出节点区翼缘板宽度对节点抗震性能的影响与梁柱抗弯刚度比有关。 相似文献