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In this paper, Shenyang Fumin Bridge main girder to carry out innovative design of the traveling carriage, Based on the similar design of traveling carriage , adopted under the former anchor beam arc settings to resolve the fate of the plane rotation problem , makes the main truss rod assembly by universal application of the cradle of the space cable plane cable-stayed bridge girder construction.

摘 要:本文对沈阳市富民桥主梁的施工挂篮进行创新设计,参考同类挂篮的成功设计思路的基础上,通过将前锚梁下缘设置弧形来解决索的平面转动问题,使得主桁由万能杆件拼装的挂篮应用于空间索面的斜拉桥主梁施工中。

For the steel truss girder with abroad \\\"bridge crane bar assembled Law,\\\" the level of technology and equipment as a result of the limited duration of its long, far from being able to meet China\\\s bridge construction project as requested in the analysis of large-span suspension bridge mountain girder erection difficulties under the premise that after the election raised more than Aizhai Bridge \\\"self-cross-cable crane swing shift\\\" program to set up the main truss, which is mountainous suspension bridge girder erecting another major innovation.

对于钢桁梁,用国外的&桥面吊机杆件拼装法&,由于工艺和设备水平所限其工期长,远不能满足中国桥梁建设工期的要求,在分析山区大跨悬索桥主梁架设困难的前提下,经过多方案比选提出矮寨大桥&自行式跨缆吊机荡移&架设主桁方案,这是山区悬索桥主梁架设的又一个重大的创新。

But the steel box girder is typical space thin-walled bars, because of bending-torsion coupling and steel curved box bridge distribution of stress is relatively more complicated even under dead load, so it is necessary to distribute emulation analysis to the real stress of curved box bridge.

但是钢箱梁是典型的空间薄壁杆件,由于弯一扭耦合作用,曲线钢箱梁即使在恒载作用下其应力的分布也比较复杂,因此有必要对曲线钢箱梁实际的应力分布进行仿真分析。

The tensile stress at flange plate of new girder is 2.67 MPa under creep effect aroused by shrinkage stress and self-weight stress of new girder in 3 a, which may lead to concrete crack.

在新梁混凝土的收缩应力和新梁自重应力的徐变作用下,3a后新梁翼板的拉应力为2.67MPa,可能会引起混凝土开裂。

The system Inclined speeding girder fall once the malfunction, the sensor signal, so that the signal bell Inclined top of the chassis length ring can be a timely reminder winch driver to stop, hanging beams could be lifted after the resumption of the police, effectively prevent the mine car collision girder accident.

该系统在斜巷超速吊梁一旦误动作落下时,传感器发出信号,使斜巷顶底盘信号电铃长响,能及时提醒绞车司机停车,吊梁恢复后才能解除报警,有效防止矿车撞吊梁事故的发生。

objective to evaluate early signs of avascular necrosis of femoral head in adult by ct and to guide clinical treatment.methods the cases with suspicious diagnose of anfh were scaned in the both hip joints by x ray and ct to find the early signs of anfh with ct.results early signs of anfh using ct showed that, in 38 femoral heads 31 cases, there were radiate star shape of high density osteosclerosis of the trabeculae in 13 femoral head.twenty five femoral heads showed osteosclerosis and trabeculae structure disappearing and vague,incoordinately low ostedensity area and cyst change.there were fracture under the cartilage and light subsid in 5 cases.the cases in stage ⅰwere given decompression, while the pationtsresul in stageⅱand stageⅲ were given decompression and ostetransplant.conclusion ct results show that the sign of the high osteodensity and low osteodensity and cyst change can disply early anfh.

摘 要]目的:探讨成人股骨头缺血性坏死的早期ct征象并指导临床治疗。方法:对临床疑诊anfh的全部病例均行x线平片及ct检查,分析anfh的早期ct征象。结果:早期anfh的ct表现:31例38个股骨头,其中13个股骨头骨小梁呈放射状高密度的&星状征&,骨小梁境界清楚、锐利,属ⅰ期;25个股骨头表现为骨硬化,骨小梁结构消失、模糊不清,骨密度减低及囊性改变,属ⅱ期;并有5个股骨头在ⅱ期影像学改变基础上出现软骨下骨折及轻微塌陷,属ⅲ期。治疗结果:ⅰ期行钻孔髓内减压术,ⅱ、ⅲ期行钻孔减压植骨术。

Results Early signs of ANFH using CT showed that, in 38 femoral heads 31 cases, there were radiate star shape of high density osteosclerosis of the trabeculae in 13 femoral head.Twenty five femoral heads showed osteosclerosis and trabeculae structure disappearing and vague,incoordinately low ostedensity area and cyst change.There were fracture under the cartilage and light subsid in 5 cases.The cases in stage Ⅰwere given decompression, while the pationtsresul in stageⅡand stageⅢ were given decompression and ostetransplant.

结果:早期ANFH的CT表现:31例38个股骨头,其中13个股骨头骨小梁呈放射状高密度的&星状征&,骨小梁境界清楚、锐利,属Ⅰ期;25个股骨头表现为骨硬化,骨小梁结构消失、模糊不清,骨密度减低及囊性改变,属Ⅱ期;并有5个股骨头在Ⅱ期影像学改变基础上出现软骨下骨折及轻微塌陷,属Ⅲ期。

The results indicate that the force-deflection curve of sandwich beam under bending load is different from that of cast iron, its absorbed energy and cushion is similar to that of foam aluminum.

结果表明,层合梁在弯曲载荷作用下的力-挠度曲线变化规律不同于铸铁,具有与泡沫铝相同的吸能和缓冲特性,显示良好的层合效果;层合梁与泡沫铝梁的弯曲变形过程相似,在工程应用中有着良好的应用前景。

Mechanical principle and design tenet of sandwich Beams for Buffer and damping is discussed by use of analyzing stresses, strain, deformation, strength and energy storing in a cantilever sandwich beam.

通过分析悬臂夹芯梁在冲击力P作用下的应力、变形、强度和储能原理,讨论了夹芯梁用于缓冲和减振的力学原理和设计原则;给出了夹芯梁用于缓冲减振时,蒙皮与芯层尺寸的选择和材料特性选择的原理和方法。

The results of the test show that the bearing capacity of the continuous roof beam of flexural capacity can be improved by Pasted CFRP effectively with different quantities of CFRP sheets. The reliability of beam after strengthened is analyzed.

试验结果表明:粘贴CFRP可以有效地提高连续梁的抗弯承载力;在不同的加固量下,加固后的梁有不同的破坏模式;本文对加固后的连续梁的可靠度进行了分析。

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