海洋环境对桥梁下部结构的影响

概述了海洋环境对桥梁下部结构(包括基础、承台、桥墩等)的影响,并介绍了跨海大桥在下部结构设计、施工中采取的相应措施,以期为跨海大桥下部结构的设计提供参考。     

Effects of wave directionality on extreme response for a long end-anchored floating bridge

Reliable design codes are of great importance when constructing new civil engineering concepts such as floating bridges. Previously only a scarce number of floating bridges have been built in rough wave conditions and only limited knowledge of the extreme environmental conditions and the associated extreme response exists. To form a better design basis an increased understanding of the sensitivity in the structural response towards changes in short-crested sea parameters is needed. Furthermore, acquiring the necessary accuracy in simulated extreme response is often a computationally expensive endeavour and the number of simulations needed is often based on experience. The present study investigates the wave-induced short-term extreme response of a simplified end-anchored floating bridge concept for several wave environments with a return period of 100 years. The study includes convergence of the coefficient of variation for the extreme response for different realization lengths as well as number of realizations. The sensitivity in the structural response towards different main wave directions and spreading exponents is investigated and includes both transverse and vertical displacement response spectra and extreme Von Mises stress in the bridge girder cross-section. The extreme response is based on an accuracy of 2% in the coefficient of variation equivalent to 40 3-h realizations and a low sensitivity in the response is found for natural occurring spreading exponents and for main wave directions within 15° from beam sea.     

小排列高分辨多道地震系统在岱山岛大桥工程中的应用

对运用小排列高分辨多道地震系统获取的岱山岛大桥附近海域高精度的地震数据进行了综合分析和处理,查明了调查区域的工程地质条件,并对两个桥址方案进行了地质条件的对比。采用的地震系统参数:拖缆为24道,道间距为2 m,偏移距为46 m,枪容积为10 in3,频带范围为1~1 000Hz。结果表明:(1)采用了统一方法和流程对岱山岛大桥工程中所获得的地震数据进行分析、处理,保证了两种选址方案调查结果的一致性。(2)舟山本岛-岱西桥位(方案Ⅰ)和舟山本岛-双合山桥位(方案Ⅱ)海底地形平缓,不存在海底滑坡体等不良地质现象,调查区域虽分别有6条和5条断裂,但所有断层的上覆第四系均未发生错断,断裂均为非活动性断裂,两个方案桥位线均具有建桥的良好工程地质条件。(3)与单道地震相比,小排列高分辨多道地震系统能得到更为丰富的地层反射地震数据,而该系统比传统的多道反射地震方法具有作业方便、经济的优势,可见,该调查方法适用于近岸区域浅水工程环境的地质调查工作,是一种方便、实用和经济的地质调查手段。     

青岛海湾大桥桥梁混凝土耐久性设计方案研究

详细说明了影响桥梁混凝土耐久性的因素及如何通过设计提高混凝土的耐久性。针对青岛海湾大桥的特定环境条件提出其混凝土耐久性设计方案应为合理的保护层厚度和高性能混凝土技术附加混凝土表面保护和阴极保护技术的综合设计方案。     

Estimation of the Effect of Lateral Flow on Piled Bridge Abutments in Soft Ground Considering Piled Slabs as a Countermeasure of the Abutments

The effectiveness of a simple method to estimate the lateral movement of piled bridge abutments due to lateral flow from the safety factor (Fs) of slope stability analysis was studied. This was accomplished through the construction and measurement of actual piled bridge abutments and its backfill, with and without piled slabs as a countermeasure. To do this, a computer program SLOPILE (VER 3.0) considering the lateral earth pressure acting on a row of piled bridge abutment was developed. SLOPILE (VER 3.0) can calculate the slope stability for both planar failure surfaces in infinite slopes and arc failure surfaces based on Fellenius or Bishop simplified methods. SLOPILE (VER 3.0) was utilized to design the piled bridge abutment reinforced by a piled slab at a real site. The piled slab can effectively prevent the lateral flow of soft ground and satisfy not only the safety factor of a slope but also the allowable bearing capacity of piles. To verify the design method, an instrumentation system was adapted. The instrumentation results from a case study clearly showed that the piled slab effectively resisted the lateral movement of a bridge abutment due to placement of backfill. Also, the surcharge loads due to backfill were supported by the piled slab and transmitted to the bedrock through the piled slab.     

Dynamic Analysis of A Pontoon-Separated Floating Bridge Subjected to A Moving Load

1 .Introduction Since the most significant feature of a movingloadisits mobility,the interaction betweenthe ve-hicle and bridge is very complicated,which can be classified as a coupled vibration problem.There-fore ,much attention has been paid to the dyna…     

钢筋混凝土连续箱梁桥裂缝分析

从设计和施工角度出发,结合5孔钢筋混凝土连续箱梁工程实例,通过理论计算分析与工程实际情况比较,讨论不同阶段引起桥梁裂缝的主要原因,并提出不同阶段控制裂缝应注意的问题。     

Conceptual Design of Xiamen-Jinmen Bridge

This article presents thoughts on the conceptual design of the Xiament-Jinmen Bridge including design principles, natural conditions of meteorology, oceanography, topography, submarine morphology and seismic and engineering geology, and the economic benefits from the bridge.     

长清大学园区高架桥关键工序的施工方案

长清大学园区高架桥全长3.533 km,是济菏高速公路工程14个合同段中唯一一个全部是桥梁结构的标段。按照本工程的地理环境、地势条件、设计特点以及业主对工期和质量的要求,编制了一份以灌注桩和现浇连续箱梁为主要工序的施工方案。     

Conceptual Design of Xiamen-Jinmen Bridge

This article presents thoughts on the conceptual design of the Xiament-Jinmen Bridge including design principles, natural conditions of meteorology, oceanography, topography, submarine morphology and seismic and engineering geology, and the economic benefits from the bridge.     

Experimental Study on Local Scour Around Bridge Piers in Tidal Current

Local scour around a bridge pier is an important pm‘mneter for the design of a bridge. Compared with the local scour in a mono-directional current, the local scour in a tidal current has its unique characteristics. In this paper, several aspects of local scour around bridge piers in tidal current, including the scour development process, the plane form of a scour hole and the maximum scour depth, are studied through movable bed flume experiments.     

大型桥梁钢沉井下沉过程局部冲刷研究

钢沉井下沉过程中局部冲刷的研究是同类桥墩设计和施工十分关心的重要课题,它对保证钢沉井安全有效施工、桥梁设计中施工期桥墩最大冲深、失稳和安全计算有重要参考价值。通过室内试验研究了钢沉井下沉过程中的局部冲刷机理和冲刷形态,探讨了桥墩下部钢沉井基础施工的相对高程对局部冲刷的变化规律,并将试验研究所获得的局部冲刷规律和影响因素,采用墩型系数方法引入局部冲刷计算中,给出了计算公式。研究成果补充了国家行业规范内容,对同类工程的设计、施工具有借鉴和指导意义。     

江东大桥建设对钱塘江水动力的影响

应用二维水流数学模型模拟了江东大桥建设前后大范围的流场,比较了建桥前后水位、流速、流向等水动力因子的变化,评价了大桥建设对工程区域水动力的影响,并与物理模型试验的结果进行对比,分析了结果的合理性。研究成果为大桥的设计和管理提供了技术依据。     

海水环境粉煤灰混凝土结构耐久性现场检测与评估分析

对服役12年的华南某跨海大桥典型构件开展碳化性能、氯离子扩散性能等指标的耐久性检测,评估了海水环境下掺粉煤灰的高性能混凝土长期耐久性。研究表明:随高程的增加混凝土碳化深度逐渐增大,其中大气区浪溅区水位变动区,碳化作用对粉煤灰混凝土结构耐久性的影响较小;粉煤灰可显著提升实体结构混凝土抗氯离子侵蚀性能,粉煤灰高性能混凝土的氯离子扩散系数不大于0.40×10-12m2/s,比普通混凝土氯离子扩散系数降低了约6倍;利用规范计算了引桥承台混凝土中氯离子含量计算值,其计算值与实测值吻合较好,可用于实体工程混凝土结构的耐久性评估,评估结果显示采用粉煤灰高性能的桥梁典型构件满足100年设计使用寿命的要求。     

深海立柱式平台概念设计研究

以上海交通大学海洋工程国家重点实验室提出的多柱桁架式立柱平台(Cell-Truss Spar)概念为例,对Spar平台的概念设计方法和过程进行了初步的研究,并对其水动力性能进行理论和数值计算,分析一些影响Spar平台运动性能的参数。设计涉及到两方面的问题:一是设计方法、流程以及结构物的形式;二是水动力性能。整个设计流程是一个不断循环的交互式的过程,需要考虑很多方面因素的影响。     

港珠澳大桥西人工岛桥结合段波浪演变数值模拟

近年来海洋极端天气频发,港珠澳大桥西人工岛地处外海,与其相连接的桥梁非通航跨的桥面高程较低,容易受到海浪侵袭,威胁到岛桥功能的正常发挥和结构自身安全。针对西人工岛桥结合部周围的复杂地形条件,采用OpenFOAM^®开源程序,分别对S、SSW和SW三个方向的极端波浪进行了数值模拟。通过数值计算结果与物理模型试验测量值的比较验证了的模型的准确性。分析了不同方向入射波的波高和沿岛体斜坡爬高的变化规律。随着波浪入射角的增大,人工岛南侧斜坡的波浪爬高呈逐渐减小,但在岛体西端靠近桥梁的位置处,波浪爬高逐渐增大;同时也反映了越浪和桥面上水风险的大小。研究旨在为实际工程的管理和设计提供参考。     

港珠澳大桥青州航道桥桥墩基础冲刷试验研究

桥墩基础冲刷是桥梁毁坏的重要因素,是桥梁基础设计的关键指标之一。目前国内外对于桥墩基础在复杂动力条件下冲刷深度的研究常采用物理模型试验方法,利用正态系列模型方法,在波流水槽中研究了水流、潮流和波流共同作用下青州航道桥索塔基础周围流态变化和局部冲刷特征。研究结果表明,桥墩最大冲刷深度和冲淤范围与水流流速、桥墩轴线与水流夹角和波浪等因素有关;在潮流最大流速和恒定流流速一致情况下,桥墩局部冲刷深度达到平衡后,将会达到与恒定流基本一致的最大冲深;波流共同作用下的最大冲刷深度比恒定流增加10%左右。设计桥墩形状在100年一遇水流和波浪共同作用下桥墩基础局部最大冲刷深度为13.7 m。     

Evaluation of the applicability of pier local scour formulae using laboratory and field data

The reliable estimation of the local scour depth at a bridge pier is essential for proper design and maintenance of bridge piers. Most local scour formulae have been developed based on the results of laboratory experiments. The formulae based on laboratory data do not often produce reasonable predictions for field piers because laboratory investigations are apt to oversimplify or ignore many of the complexities of the flow fields around the bridge piers. Validation of the formulae is necessary in order to ascertain which of the formulae are able to provide reasonable estimates of the local scour depth. In this study, six commonly cited formulae based on laboratory data or field data were selected for validation using 180 laboratory data sets gathered from the literature and 446 field data sets collected from four countries. The six formulae validated in this paper are the Colorado State University (CSU), Neill, Froehlich, Breuser, Laursen, and simplified Chinese formulae. Comparisons between the predicted and measured depths were performed using scour from the laboratory and field data. An artificial neural network technique was also applied in order to compare the tendencies between the field and laboratory data sets.     

Optimum design and global analysis of flexible jumper for an innovative subsurface production system in ultra-deep water

The study focuses on the flexible jumper issue of Subsurface Tension Leg Production （STLP） system concept, which is considered as a competing alternative system to support well completion devices and rigid risers in ultra-deep water for offshore petroleum production. The paper presents analytical and numerical approaches for the optimum design and global analysis of the flexible jumper. Criteria using catenary concept are developed to define the critical length for optimum design. Based on the criteria, detailed hydrodynamic analyses including quasi-static analysis, modal analysis, and dynamic analysis are performed. Modal analysis with respect to the quasi-static analysis shows that the existence of resonant modes requires special consideration. The results of dynamic analysis confirm the effectiveness of the de-coupled effect from the jumper on STLP system. The approaches developed in the study also have wide application prospect in reference to the optimum design and analysis of any Hybrid Riser （HR） concept.     

连续刚构桥的预应力钢束设计研究

在对预应力设计基本要求及布束原则、预应力设计的理论依据及预应力筋布置形式分析的基础上,对大跨径预应力混凝土连续刚构桥的预应力钢束配置进行了研究,通过已建连续刚构桥得出预应力钢束的用量,并通过有限元程序对所得数据进行验证分析,得出了一些规律和结论,可以作为同类桥梁的设计参考.