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1)  Trapezoidal pier
梯形墩
2)  stepped shaft of pier
阶梯式墩身
3)  type of pier columns
墩柱形式
1.
This article makes an exploration of urban flyover and elevated design schemes which emphatically explains how to carry out the design of the type of pier columns and that of continuous box girder sections when the bridge landscape is under the condition of being restricted,which provides reference to the bridge scheme design in the future.
此文就城市立交及高架设计方案进行了探讨,着重阐述在桥梁景观受限的情况下,如何设计墩柱形式和连续箱梁截面形式,以便为以后的桥梁方案设计提供借鉴。
4)  octagonal pier
八边形墩
5)  V-shape pier
V形墩
1.
The V-shape pier rigid-frame bridges with long continuous units are not often applied.
长联V形墩刚构桥工程应用较少,千岛湖大桥主桥采用(70+7×105+70+40)m多孔长联V形墩预应力混凝土连续刚构,连续长度达915 m。
2.
The deteriorations of tensioning plates atop V-shape piers of a prestressed concrete continuous box girder bridge are severe.
某预应力混凝土连续箱梁桥的V形墩墩顶拉板病害严重,采用有限元法对V形墩进行仿真计算。
3.
With reference to the structural features that the slant legs of the V-shape piers of a rigid-frame bridge are relatively thin, the construction of the piers is analyzed and is then controlled from both aspects of construction and construction monitoring, and corresponding measures are also formulated to ensure the safe construction of the piers.
根据某桥V形墩的受力特点-V形墩斜腿在施工过程中比较薄弱,分别从施工和监控两个方面,对V形墩的施工进行分析控制,并制定相应的方案,确保V形墩的安全施工。
6)  V-shaped pier
V形墩
1.
Through theoretical calculation,the design of slanted strut system of V-shaped piers of Hanjiang River Bridge was optimized.
通过理论计算,对韩江特大桥V形墩斜腿支撑体系进行优化设计,介绍了采用无平衡塔架且不设斜腿内置劲性骨架,仅以精轧螺纹钢水平对拉杆和型钢为主要支撑材料的施工工艺。
2.
Throgh the analysis and camparison of two types of bridges,continuous rigid frame bridge with V-shaped piers and the bridge with double-thin walled piers,the paper discusses various aspects such as project cost, boundary conditions,dimension of the pier and distance of piers.
通过对V形墩连续刚构及双薄壁墩连续刚构两个桥型方案的分析和比较,从桥梁造价、边界条件、墩壁结构尺寸、墩壁间距等方面对其设计进行了总结,对同类型桥梁设计有一定的参考价值。
3.
The paper introduces design example of continuous rigid-frame of 85m+150+85m span length with V-shaped pier.
介绍了某跨径组合85m+150m+85m的V墩连续刚构的设计实例,并针对墩梁结合部位应力状态复杂的情况,采用ANSYS建立了V形墩节段的三维有限元实体模型,分析结果表明,该部位的应力满足设计要求。
补充资料:泥墩墩
1.土墩子。比喻呆板无用的人。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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