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1)  II-type rigid structure
∏型刚构
2)  T-frame
T型刚构
1.
In order to master the dynamic characteristic of the prestressed concrete T-frame bridge,a dynamic test was carried out on this type bridge based on the normal method of dynamic loading test,which could provide some useful reference data for this type new bridge s design and the old ones reinforcement and maintenance.
为了解预应力混凝土T型刚构的动力性能,为已建该类桥型的动力设计及加固维护提供可靠依据,以某桥为例,基于现有动力荷载试验方法,对该桥进行了动力检测试验,将现场采集试验数据与理论计算数据进行比对研究。
2.
By a actual engineering example in Leikou bridge, the design of prestressed concrete T-frame bridge hanging a beam.
通过磊口大桥工程实例,对带挂梁的预应力混凝土T型刚构桥的设计进行总结。
3.
The paper describes the contents of a quiescent load and racking load test for T-frame under the main bridge triangle truss and the periodic observation of the crack, the PC cable forces, the holistic change site of bridge and the displacement of deep soil of piles for Hongtang Bridge.
介绍了福州洪塘大桥的主桥三角桁架下承式T型刚构荷载试验和全桥裂缝、预应力体外索索力、全桥性变位、墩基础深层土体位移定期观测结果 ,对大桥的工作状态作出分析和评定 。
3)  Y Type Rigid Frame
Y型刚构
1.
Application Study on HPC in Y Type Rigid Frame of Chong-qing Cai-yuanba Changjiang Bridge;
重庆菜园坝长江大桥Y型刚构高性能混凝土应用研究
2.
This paper introduced the construction characteristic and method of Y type rigid frame of Chong-qing Cai-yuanba Changjiang Bridge, and expatiated the construction plan, construction procedure, calculation and arrangement of construction trestle.
本文介绍了重庆菜园坝长江大桥主桥Y型刚构的施工方法和施工特点,着重阐述了施工方案、施工步骤和施工支架的布置和计算要点。
4)  V-rigid frame
V型刚构
5)  T rigid frame
T型刚构
1.
Application and analysis of level swing method of T rigid frame bridge;
T型刚构桥水平转体法施工的研究与应用
2.
The paper mainly introduced cantilever construction methods in the construction of T rigid frame and continuous beam bridge,including suspended wagon manufacturing and fixing,cantilever casting and prestress tensioning etc.
主要介绍T型刚构及连续梁桥施工过程中的悬臂施工方法,包括挂篮制安、悬臂浇注、预应力张拉、管道压浆、合龙段及体系转换等施工时应注意的一些问题。
6)  T rigid frame bridge
T型刚构桥
1.
The construction of closure segment is an important step in the construction of pre-stressed concrete T rigid frame bridge and could have direct influences on the stressing conditions and geometry of the overall bridge.
合拢段施工是预应力混凝土T型刚构桥施工的重要环节,关系到全桥的受力和线形状况。
补充资料:

∏ 求积 ∏k=1n ak 表示 a1a2···an. ∏k=14 (k + 2) = (1 + 2)(2 + 2)(3 + 2)(4 + 2) = 3 × 4 × 5 × 6 = 360

从…到…的积

算术

直积 ∏i=0nyi 表示所有 (n+1)-元组 (y0,…,yn)。 ∏n=13r = rn

…的直积

集合论

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