依次用多根型材相互粘结来形成桥面板。
A plurality of plastic profiles are mutually bonded to form a bridge deck.
锚碇可布置在桥面板上。
扁钢焊接在桥面板上。
研究了扁平钢箱梁正交异性桥面板的构造设计。
The third model be mainly made up for considering geometry detail of orthotropic deck.
纵、横向自行，每节间四块砼桥面板一次架设就位；
The present invention has the advantages of free transverse and longitudinal travel, four concrete bridge decks between joints are erected one time;
桥面铺装作为桥面板的防护部分，是桥梁的重要组成。
The bridge deck protection, as the part of the bridge panel, is an important component of the bridge.
第二章照片显示了桥面板的破坏情况和砂浆修补情况。
最后对桥面板等构件进行验算，满足应力及强度要求。
At last, check deck construction, hanger and so on, they all meet the need of stress and strength.
为了保证后面对钢筋混凝土桥面板有限元分析的有效性。
In order to ensure the validity of finite element analysis for reinforced concrete hollow slab.
混凝土桥面板作为桥梁的重要组成部分，维修频率最高。
As the most damageable component of bridge, concrete bridge deck is maintained more often than others.
正交异性钢桥面板已广泛应用于各种桥型，尤其是在钢箱梁桥中。
The orthotropic steel deck plate has been widely used in various steel Bridges, especially in the steel box girder Bridges.
现已在国外用于新铺桥面板、桥面板的更换与桥面板的修复加固等应用中。
Nowadays it is outside the country for the bridge deck, bridge deck replacement and repair of bridge deck reinforcement and other applications.
通过对多工况下正交异性板测试结果进行分析，说明桥面板的实际应力情况。
Through the analysis of testing results of orthotropic steel deck under more loading cases, actual stress in deck is presented.
冲切破坏可能为桥面板在轮胎荷载作用下的主要破坏模式，建议进行后续研究。
The punching failure may be the major failure mode of the slabs under the action of wheel load and it is hence proposed that the related successive studies should be made.
为制定合理的混凝土桥面板维修策略，提出一种基于折衷规划的多目标优化方法。
This paper presents a multi-objective optimization approach based on compromise programming to optimize concrete bridge deck maintenance policies.
当两种桥面板获得的总体受力性能接近时，夹层桥面板可以大大减少加劲肋的数量。
While both decks obtain the similar overall mechanical performance, the SPS decks just need relatively less longitudinal stiffeners.
试验结果表明，桥面板试件的屈服应力小于材料的材料屈服强度，设计中应该加以考虑。
The results of the tests show that the yielding stress of the tested panel is less than the yielding strength of the material, which should be appropriately considered in the design.
纵肋与横梁交叉部位处横梁弧形切口周边疲劳裂纹是正交异性钢桥面板的主要病害之一。
Fatigue crack initiating at the free edge of cope hole in the crossbeam is one of primary defects for orthotropic steel deck.
在这种情况下，为了提高桥面板的承载能力，在桥面板纵向布置加劲肋成为一种新的构造措施。
In this case, there is a new structural measure that setting lengthways stiffened bars under the bridge deck slab in order to improve the loading ability of the bridge deck slab.
施工方法，采用专用设备对混 凝土桥面板表面浮浆进行铣刨、拉毛或凿毛、清扫、吹净处理；
Its synchronous construction process includes milling and planing the concrete bridge surface to roughen, cleaning and blasting with special apparatus;
在分析了试验结果和数值计算的基础上，对正交异性钢桥面板的应力分布和疲劳性能进行了研究。
By analyzing the test results and the numerical results, the stress distribution and fatigue properties of orthotropic steel deck plate were studied.
论文通过模型试验和空间有限元分析对具有双三角边箱主梁的纵向加劲桥面板的内力情况进行研究。
Based on the model test and analysis of 3D limited units, this paper studies the internal force of lengthways stiffened bridge deck slab of double-triangle side box girder.
基于精英蚂蚁寻优策略，将大跨径桥梁的钢桥面板和铺装层作为桥面铺装系整体进行结构优化设计。
The optimum designs of long-span orthotropic steel bridge deck and its pavement system were studied based on super excellent ant colony optimization strategy.
利用设置桥面横向预应力的技术，增强桥面的横向联结刚度，改善空心板梁与桥面板的共同受力性能。
Transverse pre-stress steel wire is set in order to advance the transverse rigidity of the deck and improve the stressed state of the cellular slab and the deck.
作为新一代桥梁承重结构，FRP桥面板在桥梁建设和桥梁维修与改造工程中具有十分广阔的应用前景。
As a new kind of load-carrying member, FRP bridge decks have a promising future in the construction and rehabilitation of the bridge engineering.
桥梁经常承受车辆等疲劳荷载，因此对组合结构特别是组合桥面板的抗疲劳力学性能研究显得极为重要。
As Bridges are subjected to fatigue loads of the vehicles frequently, thus it becomes more and more important to investigate fatigue mechanisms of composite structures, especially composite decks.
通过考虑接触与不考虑接触两种情况时桥面板跨中截面的受力分析，验证该问题中接触有限元模型的正确性。
By analysis of the middle section stress of the hollow slab in the two situations of consider contact and not consider contact, verified the accuracy of contact finite element model in that situation.
栈桥可以有多种结构形式，较为常见的一种是以基坑的混凝土支撑为主梁，以现浇混凝土板为桥面板的栈桥。
The bridge can be of many different structures, a common one of which is using the concrete support of the pit as its girder and cast-in-situ reinforcement concrete plates as its decks.
栈桥可以有多种结构形式，较为常见的一种是以基坑的混凝土支撑为主梁，以现浇混凝土板为桥面板的栈桥。
The bridge can be of many different structures, a common one of which is using the concrete support of the pit as its girder and cast-in-situ reinforcement concrete plates as its decks.
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