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State-of-the-art of long-span bridge engineering in China

XIANG Haifan, GE Yaojun

《结构与土木工程前沿（英文）》 2007年第1卷第4期页码 379-388 doi: 10.1007/s11709-007-0051-x

摘要： This paper introduces the state-of-the-art of longspan bridge engineering in China with emphases on recent long-span bridge projects, bridge deck configuration and material, design codes of long-span bridges and improvement of aero

关键词： bridge engineering state-of-the-art long-span bridge configuration improvement

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关于中国桥梁技术发展的思考 Review

周绪红, 张喜刚

《工程（英文）》 2019年第5卷第6期页码 1120-1130 doi: 10.1016/j.eng.2019.10.001

摘要：

在桥梁工程史上，需求一直是发展的首要驱动力。改革开放以来，在巨大的建设需求驱动下，中国桥梁完成了从“跟随者”向“竞争者”再向“引领者”的转变，在三个主要阶段实现了量和质的飞跃。中国桥梁工程迎来了新的未来。作为中国交通基础设施的重要组成部分，桥梁工程产业在新时期面临着如何支撑新型交通方式建设的挑战。本文基于对存量需求、增量需求和管理需求的基本分析，总结了中国桥梁技术的现状。我们认为，中国桥梁工程产业必须满足三大突出要求——高效建造、有效管养、长效服役。基于信息技术的智能化技术为桥梁工程创新提供了新机遇。因此，桥梁工程的发展路径亟需被改变。本文提出以发展智能化为特征的“第三代桥梁工程”的构想，同时对智能化桥梁的定位、发展重点、发展规划进行了探讨，为中国桥梁工程产业核心竞争力的提升提供了方向。

关键词：中国桥梁工程第三代桥梁工程智能桥梁科技计划施工技术管养技术信息技术

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苏通大桥工程文化建设实践与经验

俞春生,姚蓓,王茜

《中国工程科学》 2009年第11卷第3期页码 92-96

摘要：

在我国大型工程建设管理的过程中审时度势地融入文化的力量，必将为我国工程建设管理注入活力。工程文化是工程内容与文化形式有机统一的综合体，由于工程的时限性与一次性，使得工程文化体系的建设带有特殊性，通过对苏通大桥工程文化体系建设过程的研究，肯定了大型工程文化建设是工程管理的软实力，同时也在深入分析的基础上，对大型工程建设中构建工程文化体系进行了较为系统的思考，包括工程文化内涵的深刻认识、工程文化建设的原则、工程文化建设的内容以及如何有效地使工程文化快速形成和有效渗透等方面，为后续大型工程文化体系的建设提供了参

关键词：苏通大桥工程文化大型工程文化体系建设系统思维

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Concept and requirements of sustainable development in bridge engineering

Yaojun GE, Haifan XIANG

《结构与土木工程前沿（英文）》 2011年第5卷第4期页码 432-450 doi: 10.1007/s11709-011-0126-6

摘要： The concept of sustainability is described in this paper using a single sustainable principle, two goals of sustainable development, three dimensions of sustainable engineering, four sustainable requirements and five phases of sustainable construction. Four sustainable requirements and their practice in China are discussed in particular. The safe reliability of bridges is first compared with the events of bridge failure in China and in the rest of the world and followed by structural durability, including the cracking of concrete cable-stayed bridges, deflection of concrete girder bridges and fatigue cracks of orthotropic steel decks. With respect to functional adaptability, lateral wind action on vehicles and its improvement are introduced regarding a sea-crossing bridge located in a typhoon-prone area. The Chinese practice of using two double main span suspension bridges and a twin parallel deck cable-stayed bridge is presented in discussing the final sustainable requirement: capacity extensibility.

关键词： sustainable engineering safe reliability structural durability functional adaptability capacity extensibility

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京沪高速铁路北京至沧州段桥梁工程施工与创新

杜嘉俊

《中国工程科学》 2009年第11卷第1期页码 22-25

摘要：

针对京沪高速铁路北京至沧州段桥梁工程特点，重点介绍了代表性特殊结构桥梁的施工方法、区域性地面沉降地区桥梁工后沉降的控制措施，以及保证350 km/h无砟轨道高平顺性的施工技术创新措施。

关键词：高速铁路桥梁施工创新

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海洋桥梁工程抗风安全的难题及其对策思考

廖海黎,李明水,周强

《中国工程科学》 2019年第21卷第3期页码 12-17 doi: 10.15302/J-SSCAE-2019.03.012

摘要：

与近海、内陆大跨桥梁工程相比，未来建设的深水海洋桥梁工程面临的风场环境将更加复杂，其抗风安全问题也必然更加严峻。本文首先分析了大跨度海洋桥梁工程的抗风研究现状，然后从海洋桥梁场址风场特性、抗风设计理论、风振控制技术和行车安全防风技术四方面，重点梳理了海洋桥梁工程抗风安全面临的重点难点问题及技术发展方向。在此基础上，探讨了海洋桥梁工程抗风的安全保障对策。

关键词：海洋桥梁工程抗风安全强台风气动控制技术

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海洋桥梁工程全寿命管理维护战略探讨

刘沐宇,梁磊,吴浩,徐刚,李倩

《中国工程科学》 2019年第21卷第3期页码 25-30 doi: 10.15302/J-SSCAE-2019.03.013

摘要：

我国海洋桥梁工程建设正不断向离岸深海长联大型发展，但由于其所处自然环境恶劣、地质与荷载条件复杂，针对海洋桥梁工程全寿命期的健康监测、测量技术、巡检技术、管理与维护，仍存在许多难题亟待解决。本文在总结目前桥梁工程全寿命管理维护存在问题的基础上，针对海洋桥梁提出多参量、高可靠、大容量、长距离的光纤传感健康监测、“天–空–地–海”一体化测量、自动化巡检和智能化管理维护平台等技术及其发展要点，研究各技术要点的重点难点问题和发展方向，探讨海洋桥梁工程全寿命管理维护技术的发展战略目标，为海洋桥梁工程建设和运营安全提供技术支撑。

关键词：海洋桥梁工程全寿命管理健康监测自动化巡检工程测绘智能维护

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Calculation method on shape finding of self-anchored suspension bridge with spatial cables

Yan HAN, Zhengqing CHEN, Shidong LUO, Shankui YANG

《结构与土木工程前沿（英文）》 2009年第3卷第2期页码 165-172 doi: 10.1007/s11709-009-0021-6

摘要： Based on the spatial model, a reliable and accurate calculation method on the shape finding of self-anchored suspension bridge with spatial cables was studied in this paper. On the principle that the shape of the main cables between hangers is catenary, the iteration method of calculating the shapes of the spatial main cables under the load of hanger forces was deduced. The reasonable position of the saddle was determined according to the shape and the theoretical joint point of the main cables. The shapes of the main cables at completed cable stage were calculated based on the unchanging principle of the zero-stress lengths of the main cables. By using a numerical method combining with the finite element method, one self-anchored suspension bridge with spatial cables was analyzed. The zero-stress length of the main cables, the position of the saddle, and the pre-offsetting of the saddle of the self-anchored suspension bridge were given. The reasonable shapes of the main cables at bridge completion stage and completed cable stage were presented. The results show that the shape-finding calculation method is effective and reliable.

关键词： bridge engineering self-anchored suspension bridges special cables shape-finding calculation method

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我国海洋桥梁工程技术发展现状、挑战及对策研究

高宗余,阮怀圣,秦顺全,马润平,梅大鹏

《中国工程科学》 2019年第21卷第3期页码 1-4 doi: 10.15302/J-SSCAE-2019.03.016

摘要：

针对未来深水海洋桥梁工程建设需求，分析了中国海洋桥梁工程技术取得的成就及存在的不足，提出海洋桥梁工程面临的技术挑战主要为“强风浪、强腐蚀、超水深、超大跨”等四个方面，应高度重视环境作用及其组合、结构耐久性、抗疲劳和全寿命设计等理论研究，重点突破超大跨度桥式方案、超深水基础结构形式和快速施工新型结构形式等结构关键技术瓶颈。建议成立国家级海洋桥梁工程技术研究中心，加强科技硬件力量投入及创新人才培养，完善科技奖励机制。

关键词：海洋桥梁工程设计理论结构形式重难点问题技术发展方向

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多项目、多层次、多方协同的项目管理系统在大型交通工程建设管理中的应用

冯兆祥,蒋波

《中国工程科学》 2010年第12卷第4期页码 108-112

摘要：

以泰州长江公路大桥工程项目管理系统为范例，简要介绍了在大型交通工程建设信息化管理中，多项目、多层次、多方协同的项目管理系统的组成、功能和特点。

关键词：工程建设信息化管理系统泰州大桥

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渤海海峡跨海通道桥隧方案比选研究

宋克志

《中国工程科学》 2013年第15卷第12期页码 52-60

摘要：

从对航空及航运的影响、通行能力和行车舒适性、行车安全与气候适应性、施工难度及工程风险等方面对桥梁、隧道方案各自的技术特性进行了分析与比较。从技术角度考虑，桥隧方案皆具有实施的可行性，隧道在航运影响、气候适应性、生态环境等方面明显优于桥梁，而桥梁则在通行能力、施工难度和风险、运营成本、行车安全、行车舒适性、景观效果等方面优于隧道。随后，运用层次分析法建立了渤海海峡跨海通道比较评价的指标体系，并确定了各指标的权重系数。通过专家打分法和隶属度函数取得各定性指标和定量指标的隶属度，最后运用模糊综合评价模型计算全桥梁、全隧道及桥隧组合方案的模糊综合评价值，全隧道方案评价得分最高，因此，推荐渤海海峡跨海通道采用全隧道方案。

关键词：桥梁与隧道工程跨海通道渤海海峡方案比选模糊综合评价

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700 m级钢管混凝土拱桥设计与建造可行性研究

郑皆连,王建军,牟廷敏,冯智,韩玉,秦大燕

《中国工程科学》 2014年第16卷第8期页码 33-37

摘要：

以500 m级钢管混凝土拱桥的设计和成套施工技术为基础，对700 m级钢管混凝土拱桥的设计和建造技术进行可行性研究，确定总体设计和施工方案，较为详细地研究了拱肋制造和安装、管内混凝土灌注等关键技术。研究结果表明，建造700 m级的钢管混凝土拱桥已不存在技术门槛，综合考虑经济、安全等因素，是该跨径级别的强力竞争桥型之一，应尽早进行工程实践和推广。

关键词：桥梁工程 700 m跨径级别钢管混凝土拱桥设计建造

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Major bridge development in Hong Kong, China—past, present and future

Michael CH HUI, Doris YAU

《结构与土木工程前沿（英文）》 2011年第5卷第4期页码 405-414 doi: 10.1007/s11709-011-0136-4

摘要： The first “modern” type of vehicular bridge was built in Hong Kong China in the 1920s. The need for an efficient transportation system to cope with population growth and enable economic development has demanded the construction of more and more bridges since the middle of the 20th century. By 2007, Hong Kong had a total of about 1300 vehicular bridges. Four of these bridges, including the Tsing Ma Bridge, Kap Shui Mun Bridge, Ting Kau Bridge, and the cable-stayed bridge on the Hong Kong- Shenzhen Western Corridor, are considered to be major bridges supported by cables. Currently, the Stonecutters Bridge on Route No. 8 is under construction and is expected to be completed in late 2009. At the same time, the Hong Kong-Zhuhai-Macao Bridge will be in its detailed design stage soon. While efforts have been made by bridge builders to construct these giant structures, the upkeeping of these valuable assets at a high standard and ensuring their continuous functioning and performance during their intended lifespans will be another important task for bridge engineers. Wind and structural health monitoring system (WASHMS) will play a key role in this respect.

关键词： Tsing Ma Bridge Kap Shui Mun Bridge Ting Kau Bridge Stonecutters Bridge Hong Kong-Zhuhai-Macao Bridge wind and structural health monitoring system (WASHMS)

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Construction management and technical innovation of the main project of Hong Kong–Zhuhai–Macao Bridge

Yongling ZHU, Jinwen ZHANG, Xinglin GAO

《工程管理前沿（英文）》 2018年第5卷第1期页码 128-132 doi: 10.15302/J-FEM-2018201

摘要： Design Units: CCCC Highway Consultants Co., Ltd.; China Zhongtie Major Bridge Reconnaissance & Design Institute Co., Ltd. Construction Units: China Communications Construction Company Limited Consortium; China Railway Shanhaiguan Bridge Group Co., Ltd.; Wuhan Heavy Engineering Co., Ltd.; CCCC First Harbor Engineering Company Ltd. Consortium; Guangdong Changda Highway Engineering Co., Ltd.; China ZhongTie Major Bridge Engineering Group Co., Ltd. Consortium; Chongqing Zhixiang Paving Technology Engineering Co., Ltd.; Hunan Construction Engineering Group; China Railway Electrification Bureau Group Co., Ltd. Consortium Supervision Units: China Railway Wuhan Bridge Engineering Consulting Supervision Co., Ltd. Consortium; China Classification Society Industrial Corp.; Wuhan Bridge and Building Works Supervision Co., Ltd.; Tiesiyuan (Hubei) Engineering Supervision Consulting Co., Ltd. Consortium; Xi’an Fangzhou Engineering Consulting Co., Ltd. Consortium; Guangdong Zhonggong Project Management Co., Ltd.; Chongqing Zhongyu Engineering Consultation and Supervision Co., Ltd. Consortium

关键词： Major Bridge Zhongtie Major Engineering Group Bureau Group Construction Company

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Precast steel–UHPC lightweight composite bridge for accelerated bridge construction

Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG

《结构与土木工程前沿（英文）》 2021年第15卷第2期页码 364-377 doi: 10.1007/s11709-021-0702-3

摘要： In this study, a fully precast steel–ultrahigh performance concrete (UHPC) lightweight composite bridge (LWCB) was proposed based on Mapu Bridge, aiming at accelerating construction in bridge engineering. Cast-in-place joints are generally the controlling factor of segmental structures. Therefore, an innovative girder-to-girder joint that is suitable for LWCB was developed. A specimen consisting of two prefabricated steel–UHPC composite girder parts and one post-cast joint part was fabricated to determine if the joint can effectively transfer load between girders. The flexural behavior of the specimen under a negative bending moment was explored. Finite element analyses of Mapu Bridge showed that the nominal stress of critical sections could meet the required stress, indicating that the design is reasonable. The fatigue performance of the UHPC deck was assessed based on past research, and results revealed that the fatigue performance could meet the design requirements. Based on the test results, a crack width prediction method for the joint interface, a simplified calculation method for the design moment, and a deflection calculation method for the steel–UHPC composite girder in consideration of the UHPC tensile stiffness effect were presented. Good agreements were achieved between the predicted values and test results.

关键词： accelerated bridge construction ultrahigh-performance concrete steel–UHPC composite bridge UHPC girder-to-girder joint