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1、精选优质文档-倾情为你奉上1、桥梁施工节段法施工segmental construction method无支架施工erection without scaffolding顶推法施工Incremental launching method转体法施工construction by swing纵向拖拉法erection by longitudinal pulling浮运架桥法bridge erection by floating平衡悬臂施工balanced cantilever construction悬臂浇筑法free cantilever casting methodcast-in-place
2、 cantilever method导梁launching nose架桥机bridge-erection crane2、桥梁结构横梁cross beam纵梁stringerlongitudinal beam桥头搭板transition slab桥面板bridge deck slab桥面系bridge floor system盖梁bent cap单向推力墩single direction thrusted pier低承台桩基low capped pile foundation沉井open caisson刃脚cutting edge桥梁类型人行桥pedestrian bridge跨线桥over c
3、rossing bridge立交桥grade separation bridge轻轨交通桥rapid transit bridge施工便桥service bridge简支梁桥simply supported bridge刚架拱桥tied arch bridge斜腿刚架桥rigid frame bridge单索面斜拉桥cable-stayed bridge with singe cable plane斜拉-悬索组合体系桥hybrid cable-supported bridge system上承式桥deck bridge中承式桥half-through bridge下承式桥through bri
4、dge梁式桥girder bridge 公铁两用桥rail-cum-road bridge公路桥梁抗风设计规范（JTG/TD60-01-2004）Wind-resistent design specification for highway bridges基本风速basic wind speed设计基本风速design standard wind speed风攻角wind attack angle静阵风系数static gust factor地表粗糙度terrain roughness空气静力系数aerostatic factor静力扭转发散aerostatic torsional diver
5、gence静力横向屈曲aerostatic lateral buckling颤振flutter驰振galloping抖振buffeting涡激共振vortex resonance颤振检验风速flutter checking wind speed静力三分力aerostatic force节段模型试验sectional model testing风振控制wind-induced vibration control公路桥梁铅芯橡胶支座（JT/T822-2011）Lead rubber bearing isolator for highway bridge设计压应力design compressive
6、 stress屈服前刚度pre-yield stiffness屈服后刚度post-yield stiffness第一形状系数1st shape factor第二形状系数2nd shape factor等效阻尼比equivalent damping ratio水平等效刚度shear equivalent stiffness弹性储能elastic strain energy铅芯屈服力lead-yield force公路桥梁摩擦摆式减隔震支座（JT/T852-2013）Friction pendulum seismic isolation bearing for highway bridges减隔震
7、起始力bolt broken force隔震周期oscillation period竖向转角vertical rotation减隔震位移the maximum displacement capacity of the bearing减隔震转角the maximum rotation capacity of the bearing回复力re-centring force 公路桥涵设计通用规范（JTGD60-2015）General specifications for design of highway bridges and culverts设计基准期design reference peri
8、od设计使用年限design woking lifedesign service life极限状态limit states承载能力极限状态ultimate limit states正常使用极限状态serviceability limit states设计状况design situations结构耐久性structural durability永久作用permanent action偶然作用accidental action作用的标准值characteristic value of an action作用的代表值representive value of an action可变作用的伴随值acc
9、ompanying value of a variable action可变作用的组合值quasi-permanent value of a variable action作用效应effect of action作用组合combination of actions荷载组合load combination作用基本组合fundamental combination of actions分项系数partial safety factor结构重要性系数factorfor importance of structure公路桥梁加固设计规范（JTG/T J22-2008）Specifications fo
10、r strengthing design of highway bridges桥梁加固strengthing of existing bridges原构件existing structure member主要承重构件main structure member纤维复合材料fiberrein forced polymer植筋bonded rebars锚栓anchor bolt结构胶黏剂structural adhesives聚合物砂浆polymer mortar环氧混凝土epoxy resin concrete阻锈剂corrosion inhibitor for reinforcing steel
11、 in concrete增大截面加固法structure member strengthing with R.C&P.C粘贴钢板加固法structure member strengthing with bonded steel plate粘贴纤维复合材料加固法structure member strengthing with FRP体外预应力加固法structure member strengthing with external prestressing改变结构体系加固法strengthing by changing structure system注：本文所列词汇除了摘自具体规范的外，其余摘自土木工程名词（科学出版社，2003年）。专心-专注-专业