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1)  thin-wall piers
单薄壁墩
1.
0# block construction of pre-stressed concrete continuous box-girder with thin-wall piers;
单薄壁墩预应力混凝土连续箱梁0号块的施工
2)  thin wall high pier
薄壁高墩
1.
On the mode program design of rigid bridge hollow thin wall high pier construction;
浅谈刚构桥空心薄壁高墩施工模板方案设计
3)  double thin-wall pier
双薄壁墩
1.
One large bridge double thin-wall pier scheme optimization and measure
某大桥双薄壁墩方案优化及措施
2.
Utilizing structural parameters in original design scheme the deformation,internal force and stress of control cross-section of bridge are calculated and analyzed through change the wall distance of double thin-wall piers.
以广州市东沙至新联高速公路矮塔斜拉桥设计方案为背景,应用通用程序MIDAS/Civil 2006建立有限元模型,利用原设计方案的结构参数,通过改变双薄壁墩壁距的方法,计算分析桥梁控制截面的变形、内力和应力,最后通过比较控制部位的应力值,优选出桥墩刚度。
3.
In the design of the continuous rigid frame bridge with double thin-wall piers,the reasonable selecting of parameters is very important to the bridge.
在双薄壁墩连续刚构桥设计中,选择合理优化的双薄壁墩的墩距和壁厚等参数是至关重要的。
4)  thin-wall pier
薄壁墩
1.
On control of temperature cracks on large volume thin-wall pier concrete
大体积薄壁墩混凝土温度裂缝的控制
2.
Verticality control of the bridge thin-wall pier by using turnover formwork
翻模法施工桥梁薄壁墩的竖直度控制
5)  thin-walled high pier
薄壁高墩
1.
Construction of the rectangular hollow thin-walled high pier by turn over stripping form;
七星河大桥矩形空心薄壁高墩翻模施工
2.
A finite element model of a five-span continuous rigid-frame bridge with thin-walled high piers is set up.
建立一座5跨薄壁高墩连续刚构桥的空间抗震有限元模型,考虑群桩效应和桩-土效应,运用时程分析法计算了一致激励及行波效应下高墩的地震响应。
6)  double thin wall pier
双薄壁墩
1.
According to the condition of deformation compatibility,the author establishes a relation between the load on the coping of pier and the single inner force of the double thin wall pier.
根据主梁与桥墩共同变形协调条件 ,建立了墩顶荷载与双薄壁桥墩单墩内力之间的关系 ;应用非线性规划理论 ,考虑强度和稳定约束 ,建立了双薄壁墩的主要设计参数的罚函数 ,给出了连续刚构桥双薄壁墩参数设计方法 ,编制了设计计算程序 ,并进行了实例分析。
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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