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box bridge相关的网络例句

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At the same time,this paper conclude that the deviation limit standard of each testing project for the box double-bridge crane,and present the new method that processing crane main girder deflection of the box double-bridge crane by straining wire rope,the new method that preventing and eliminating the box double-bridge crane running defect by wheel track circular measure.

总结出:箱形双梁桥式起重机运行缺陷各检测项目的极限偏差标准。获得了:处理箱形双梁桥式起重机主梁挠度的新方法—拉钢丝绳法;预防和消除箱形双梁桥式起重机运行缺陷的新方法—圆弧轮、轨法。

This design proposal is the prestressed reinforcement concrete conatant cross-section box shape continuous bridge, Main span disposal is 45+45+45m, the bridge floor width is 28m, the king post uses is the single box single room.

本设计方案为预应力钢筋混凝土等截面箱形连续梁桥,主桥布置为45+45+45m,梁桥面宽28m,采用单箱单室梁。

The curve continual steel box Liang shearing force stagnates the effect finite element analysis box section Liang has the big flexural rigidity and torsional stiffness, the stress performance good, spanning ability big, on the bridge the field of vision open and so on the merits, is in the bridge design the commonly used structural style, when receives under the dead load or the symmetrical live load function winding, because the lifting surface detrusion causes its bending stress to present the non-uniform distribution condition along the Liang width direction, this phenomenon is called "the shearing force to stagnate the effect".

曲线连续钢箱梁剪力滞效应的有限元分析箱形截面梁具有较大的抗弯刚度和抗扭刚度、受力性能好、跨越能力大、桥上视野开阔等优点,是桥梁设计中常用的结构形式,在受恒载或对称活荷载作用下挠曲时,由于翼板的剪切变形致使其弯曲应力沿梁宽度方向呈现不均匀分布状态,此现象称为&剪力滞效应&。

In order to understand the dynamic property of extradosed cable-stayed, built up its plane continous rigid-frame model and compared with each other, concluded that the former is more complex due to the remarkable coupling effect of cable, pylons and box-girder. The dynamic property of box-girder decide the dynamic property of the bridge, whose whole structure is comparative rigid. This paper indicated that the bridge is not attribute to flexible structure, because its basic free vibration cycle is more shorter than the cable-stayed bridge.

为了更好的理解矮塔斜拉桥的动力特性,还建立了平面梁单元的连续刚构模型,并与平面梁单元的矮塔斜拉模型进行了对比分析,结果表明,矮塔斜拉模型由于索、塔、梁的高阶振型耦合显著,其振型较连续刚构复杂,灵江大桥的动力特性主要由主梁的动力特性决定,其结构整体刚度较大,基本自振周期较斜拉桥短,不属于柔性结构。

The dissertation use emulation analyse method which is based on space finite-element method to analyze curved box girder bridge is different from the grillage structure theory which is rifeness used on curved box girder bridge design.

国内目前弯箱梁桥的设计基本上是基于杆件单元理论,用空间模型对弯箱梁进行仿真分析的不多。

Factory covers an area of 45,000 square meters, construction area of 22,000 square meters, with total assets of 20,600,000 yuan, the main products have GCS, MGS, GXL series Switchgear; XM lighting distribution box; high-performance anti-corrosion of steel cable tray XQJ , NDCH fire-resistant cable groove box, XQJG FRP bridge, LQJ bridge aluminum alloy; BGFM total box closed busbar, QLFM from phase enclosed bus and other products.

厂区占地面积4.5万平方米,建筑面积2.2万平方米,拥有总资产2060万元,主要产品有GCS、MGS、GXL等系列开关柜;XM照明配电箱;高效防腐XQJ钢制电缆桥架、NDCH耐火电缆槽盒,XQJG玻璃钢桥架,LQJ铝合金桥架;BGFM共箱封闭母线、QLFM离相封闭母线等产品。

Products factory operators; Steyr, Steyr Wang, Hao Wo main bridge shell rear axle, bearing blocks, cross the bridge cover, Steyr wheel shell, shift cylinder, rear axle sudden yuan, ZF Clutch fork shaft, swing rod, before and after the brake hub, Steyr various separation fork, gear room covered ,67-68 pulley, bridge sudden yuan, steel plate, parallel to shell axis, double-H shift shaft , 0503 Steyr-axis between the shell bad, bad Steyr 0198 Inter-axis shell, oil seal and seat, steel plate before and after the hanging ears, rear wheel, shift box assembly, double H shift rocker, one, two block I. block F99588, shift box casing, drive shaft telescopic forks, steel slide, shift cylinder, a variety of connecting plates, gearbox sudden yuan, three, blockIntroduction F99589, Steyr cylinder cover, double-H shift dial head, adjust the lever fork, wheel cover, FL clutch fork, FL Clutch fork shaft, Steyr after the output shaft bearing support, flywheel shell, fork and seat connection, Steyr Cylinder Head,ácover ,67-68 water pipe joints, rear brake camshaft bracket, rear axle minus the main shell, minus the shell of the main bridge, bearing seat, adjust the lever forks, brackets, brake lane joystick arm, gearbox sudden yuan, clutch pedal arm, oil block at the end of care, single head, double-headed rocker, gear room covered, decelerationround, adjust the lever forks, shift box casing, double H shift dial head, Double H shell, gear room covered, separation lever plate before and after the hanging ears, double-H shift shaft, decelerationround,áBushing, Steyr 10 file clutch shell, the bridge box, minus the shell after the main bridge , Bearing Block, the bridge cover, Steyr wheel shell, shift cylinder, after the sudden the bridge element, ZF Clutch fork shaft, swing rod, steel slide, shift box casing series products .

本厂经营产品;斯太尔,斯太尔王,豪沃后桥主桥壳,轴承座,过桥箱盖,斯太尔轮边壳,换挡汽缸,后桥突元,ZF离合器拨叉轴,摆杆,前后制动毂,斯太尔各种分离拨叉,齿轮室盖,67-68皮带轮,中桥突元,钢板垫板,平行轴壳,双H换挡轴,斯太尔0503轴间差壳,斯太尔0198轴间差壳,油封及座,钢板前后吊耳,后轮毂,换挡盒总成,双H换挡摇臂,一,二挡导块F99588,换挡盒套管,传动轴伸缩叉,钢板滑座,换档汽缸,各种连接盘,变速箱突元,三,四挡导块F99589,斯太尔汽缸盖,双H换挡拨头,杠杆调整叉,轮边盖板,FL离合器拨叉,FL离合器拨叉轴,斯太尔输出轴后轴承座,飞轮壳,连接叉及座,斯太尔汽缸盖(欧II,平衡轴盖板,67-68水管接头,后制动凸轮轴支架,后桥主减壳,中桥主减壳,轴承座,杠杆调整叉,托架,行车制动操纵杆臂,变速箱突元,离合器踏板臂,油底托块,单头,双头摇臂,齿轮室盖,减速轮垫片,杠杆调整叉,换挡盒套管,双H换挡拨头,双H壳体,齿轮室盖,分离杠杆,钢板前后吊耳,双H换挡轴,减速轮垫片,平衡轴衬套,斯太尔10档离合器壳,过桥箱,后桥主减壳,轴承座,过桥箱盖,斯太尔轮边壳,换挡汽缸,后桥突元,ZF离合器拨叉轴,摆杆,钢板滑座,换挡盒套管等系列产品。

Basing on the statistic datum existed of bridge deck pavements, analyze the main failure modes and its main causes to damage on different styles of bridge, at the same time, through the big calculation software ,establish the space models to simulate the course of mechanics of bridge deck pavements, analyze the main factors which affect the bridge deck pavement"s mechanics and the relations between them; according to the atmospheric circulation circumstances of bridge deck pavements, take the statistic datum of using life of prefabricated T-beam、box girders and casting girder in region of HUA-NAN as examples to returning analysis ,establishing the life prediction model of this style bridges; associating "the Method of Estimating to Life Cycle Costing,bring forward this method to take a evaluation of economy on bridge deck pavements, insure the life cycle costing reasonable; giving some tactics on the design of bridge deck pavements.

以既有桥梁的桥面铺装层使用现状统计资料为基础,分析了各种类型桥面铺装层的主要破坏形式及其主要损伤原因,同时利用结构分析软件,对桥面铺装层建立空间模型模拟其受力作用过程,分析影响桥面铺装层受力大小的主要因素以及各因素与铺装层受力大小之间的关系;按照桥面铺装层所处环境的不同,以华南地区预制T、箱梁和现浇梁的桥面铺装层正常使用寿命统计数据为例,通过回归分析建立该类型桥面铺装层的正常使用寿命预测模型;利用寿命周期费用评价方法,对特定铺装层的设计方案某一参数的变化所带来的经济效益进行评价;给出桥面铺装层设计构造建议。

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。

In fact, multi-box girder bridge is different from T-beam multi-girder bridge. First, transverse distribution of load is influenced quite with the closed box beam; Secondly, as a simply-supported—continuous system, its 3-d structure behavior is remarkable, especially for a continuous skew bridge.

事实上,多箱式桥梁与T梁桥有很大的不同,其一是作为主要承重构件的梁为闭口箱梁,对荷载的横向分布有较大的影响,其二是采用先简支后连续的体系及桥面板的现浇湿接缝连接,其空间受力特征非常显著,对于具有斜交角度的桥梁更是如此。

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