NOVEL DEVELOPMENTS TO PRECAST BRIDGE GIRDER TECHNOLOGY BY THE BME-ZÁÉV RESEARCH COOPERATION

T. Kovács, J. Dormán, L. Dunai, P. Hartmann, P. Hegyi, A. Joó, Mansour Kachichian, József Kern, S. Nehme, Anna Szijártó
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Abstract

The Competence Center on Safety Science and Technology joints significant research effort of the Budapest University of Technology and Economics (BME) and the potential industrial partners on several fields of industrial safety. On the building industry branch of this project novel bridge girder technologies have been developed by the cooperation of the Civil Engineering Faculty of BME and the ZÁÉV Construction Co Ltd. (ZÁÉV). These technologies aim to reduce the production time and cost, utilize the structural benefits of post-tensioning and ensure sufficient durability for products subjected to extreme chloride and freeze-thaw effects. The main outcome of the project is the full development of a brand-new, 0,9 m high bridge girder family made of self-compacting concrete. The use of self-compacting concrete is completely new in bridge girder technology in Hungary where high compressive strength both at young age and sufficient durability during 100 years of service life are the major demands to complete. For this purpose two mixes including limestone powder and CEM III type cement as additions were developed and tested in laboratory and factory conditions. The practical applicability of internal bonded and unbonded as well as external unbonded types of post-tensioning with various layouts were tested on two-span prototype systems. Following the international trends to extend service life or to further improve the durability of bridges subjected to extreme environmental conditions, possible solutions can be either to use embedded fibre reinforced polymer (FRP) bars instead of traditional steel ones as reinforcement in concrete or to structurally combine them with post-tensioning of full corrosion protection in hybrid-type bridge girders. The applicability of all these developments were demonstrated by failure load tests on full-scale prototype units of the girder family using an exclusive loading platform built on the storage area of the manufacturer. The developed bridge girder family already has CE marking.
bme-zÁÉv研究合作使预制梁技术有了新的发展
安全科学与技术能力中心联合布达佩斯科技经济大学(BME)和潜在的工业伙伴在工业安全的几个领域的重要研究工作。在本工程的建筑工业分部,由BME土木工程学院与ZÁÉV建筑有限公司(ZÁÉV)合作开发了新颖的桥梁梁技术。这些技术旨在减少生产时间和成本,利用后张紧的结构优势,并确保产品在极端氯化物和冻融作用下的足够耐久性。该项目的主要成果是全面开发了一个全新的,由自密实混凝土制成的0.9米高的桥梁梁家族。自密实混凝土的使用在匈牙利的桥梁梁技术中是全新的,在匈牙利,高抗压强度和在100年的使用寿命期间足够的耐久性是完成的主要要求。为此,开发了石灰石粉和CEM III型水泥作为添加剂的两种混合物,并在实验室和工厂条件下进行了测试。在两跨原型系统上,对不同布置形式的内粘结式、非粘结式和外粘结式后张法的实用性进行了试验。根据延长桥梁使用寿命或进一步提高桥梁在极端环境条件下的耐久性的国际趋势,可能的解决方案是在混凝土中使用嵌入式纤维增强聚合物(FRP)钢筋代替传统的钢筋作为钢筋,或者在混合型桥梁主梁中将其与全防腐后张拉结构结合。所有这些开发的适用性都通过在梁族的全尺寸原型单元上进行失效加载测试来证明,该测试使用的是建立在制造商存储区域上的专用加载平台。发达的桥梁梁族已经有了CE标志。
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