共查询到20条相似文献,搜索用时 812 毫秒
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以云南省龙江特大悬索桥为实例,对在高地震烈度、深切谷区、特殊气候环境等条件下建设山区大跨径悬索桥的重力式锚碇设计及基坑施工技术要点进行探讨,总结了重力式锚碇设计思路和设计重点,及基坑开挖施工的关键技术,供同类桥梁设计和施工参考. 相似文献
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对美国第一大跨度悬索桥-维拉扎诺海峡桥锚碇的设计和施工进行了详细的介绍,对目前国内方兴未艾的大跨度悬索桥建设有重要参考价值。 相似文献
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安庆长江铁路大桥3号桥塔墩钻孔桩基础采用圆形双壁钢套箱围堰施工.为实现围堰的精确定位和施工安全,经方案比较采用无导向船的前、后定位船锚碇系统定位方案,锚型与数量、锚绳及定位船通过计算围堰下沉到位后主锚总拉力及各锚碇受力确定.设计中通过在围堰侧面的边锚拉结点及围堰顶面设置单向或多向转动的辊轴式马口解决大直径锚绳转向和收放难题;通过在前、后定位船和围堰顶的收锚平台上安装卷扬机进行绞锚实现边锚收放或换锚.岸上边锚、地锚均挖坑埋设;水中锚碇采用240 t抛锚船抛设完成,根据围堰下沉进展及时进行锚绳系解、收紧、过锚,完成锚碇系统施工. 相似文献
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虎门大桥西锚碇大型混合基础的设计与施工 总被引:10,自引:0,他引:10
主要介绍了虎门大桥主航道悬索桥西锚碇基础工程的设计与施工,对地下连续墙围水施式工艺和深基坑大体积混凝土的施工作了较详细的介绍。 相似文献
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以伶仃洋东航道桥方案设计为工程背景,提出了一套适宜于伶仃洋东航道工程地质条件的锚碇设计方案,并进行了设计验算,对其施工与方法亦作了详尽的探讨。 相似文献
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浅议设计施工总承包模式在我国公路建设中的应用 总被引:1,自引:1,他引:0
设计施工总承包是将工程项目的设计与施工合并招标,由中标人对工程的设计和施工实行总承包的一种工程管理模式,推广实施这一管理模式,能够促进设计和施工单位的紧密结合,充分挖掘设计、施工协作潜力,能有效解决设计与施工脱节问题,有利于资源的优化和配置,更好地保证设计施工质量,有效控制工程造价.同时,对推动公路工程勘察设计和施工企... 相似文献
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介绍了设计-施工总承包模式的内涵及其特点,通过对其在高速公路建设中的应用现状及存在的突出矛盾进行分析,提出了设计施工总承包模式在高速公路建设中急需解决的几个问题及对策。 相似文献
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在分析了传统GM(1,1)模型和无偏灰色预测模型的基础上提出了无偏等维新息预测模型,通过运算得出最佳预测值以及预测的最佳维数区,并采用后验差方法对模型的精度进行检验。通过对某高速公路实测沉降数据的分析,证明该模型样本需求量小、计算简单、能动态地反映出实测数据的内在规律,并使预测精度得到有效的提高。证明了将无偏等维新息模型用于预测高速公路路堤沉降量的可行性,在实际运用过程中,为了获得更加准确的结果应不断带入新近的实测数据。 相似文献
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《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(4):641-662
The robustness of an existing numerical method for the time-optimal control of the race car is demonstrated through its application to a model of a Formula 1 car equipped with a simplified thermodynamic tyre model. The tyre model includes a temperature- and frequency-dependent model of road/tyre friction. A lumped parameter approach is used to model the thermodynamics of the various parts of the tyre such as the tread, carcass and inflation gas. The influence of tyre, track surface and ambient temperatures on time-optimal manoeuvring is presented. 相似文献
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《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(7):831-850
The tyre friction model is a key part of the overall multi-body tyre dynamics model. The LuGre dynamic tyre friction model is analytically linearised for pure cornering conditions. The linearised model parameters are conveniently expressed as functions of static curve slope parameters. The linearised lateral force and self-aligning torque submodels are described by equivalent mechanical systems. The linearised model and equivalent system parameters are analysed for different slip angle and wheel centre speed operating points. An example of the application of linearised tyre friction model to tyre vibration analysis is presented as well. 相似文献
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Jan Loof Igo Besselink Henk Nijmeijer 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2019,57(1):86-107
This paper describes the coupling between a three degrees of freedom steering-system model and a multi-body truck model. The steering-system model includes the king-pin geometry to provide the correct feedback torque from the road to the steering-system. The steering-system model is combined with a validated tractor semi-trailer model. An instrumented tractor semi-trailer has been tested on a proving ground and the steering-wheel torque, pitman-arm angle, king-pin angles and drag-link force have been measured during steady-state cornering, a step steer input and a sinusoidal steering input. It is shown that the steering-system model is able to accurately predict the steering-wheel torque for all tests and the vehicle model is accurate for vehicle motions up to a frequency where the lateral acceleration gain is minimum. Even though the vehicle response is not accurate above this frequency, the steering-wheel torque is still represented accurately. 相似文献
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《JSAE Review》2002,23(4):473-480
This paper presents a comparison study of the effect of model response on the performance of the model following type combined lateral force and yaw moment control. The combined controls aim to maximize stability limit as well as vehicle responsiveness. In order to realize this aim, two types of model responses are proposed to introduce the required lateral force and yaw moment control. The model responses (a) is the side-slip angle and yaw rate vehicle response of the two degree of freedom vehicle motion (bicycle model). The model responses (b) is an intentional modification from the model responses (a) to the side slip angle converging to zero and first order yaw rate. Three different cases of combining lateral force and yaw moment control have been investigated using the two types of model responses. The effect of model responses is proved by computer simulations of the vehicle response to a single sine wave steering input with braking for the combined control methods proposed. It is found that the influence of the model response has a significant effect on the combined control performance. 相似文献
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为研究城市浅埋暗挖隧道施工过程中地表建筑物的变形规律,通过物理模型试验并采用3D扫描对地表建筑物沉降进行监测,同时采用数字散斑技术(DIC)对建筑物模型墙体的应变进行监测,得到浅埋暗挖隧道施工过程中建筑物墙体的应变规律。研究结果表明: 1)当建筑物中轴线与隧道中轴线平行,建筑物模型位于隧道正上方时,模型的各项应变随着与开挖掌子面距离的增大而减小; 2)建筑物模型受扭转产生的剪切应变主要受模型角点的不均匀沉降差值影响,不均匀沉降差值越大,受扭剪切应变越大; 3)建筑物模型受弯产生的拉伸应变和剪切应变主要受各角点沉降值的影响,沉降越大(即挠曲越大),产生的挠曲拉伸应变和剪切应变也越大。 相似文献