每对牛腿由高强螺纹筋张拉在一起。
Each supporting Bracket consists of two halves, stressed together by means of tension bars.
对原材料和预张拉方法进行改进。
然后将钢索张拉并锚固于端头处。
竖向预应力应两次张拉以保证有效预应力。
The vertical tendon had to be prestressed twice to ensure effective prestressing.
钢绞线下料时，留足端部张拉位置所必须的长度。
The preparation materials of steel strands, the enough length by end part tensioning position shall be required.
张拉整体的概念是由美国著名建筑师富勒提出的。
The conception of the tensegrity was proposed by Fuller, a famous American architect.
预应力张拉是预应力混凝土构件施工的重要环节。
The prestressed tension is an important part of the prestressed concrete component construction.
在各种膜结构体系中，张拉膜结构的应用最为广泛。
The application of tensioned membrane structure was the most extensive in all kinds of membrane structure systems.
张拉膜结构的刚度是通过给膜材施加预张力来实现的。
The tensioned membrane structure's sti?ness is formed by applying pretension to it.
力密度法是张拉膜结构找形分析中最常用的方法之一。
Force density method is frequently used for form finding of tensioned membrane structure.
籍此方法可以根据具体工程给出相应的张拉整体单元。
With this method, tensegrity elements can be achieved according to practical engineering.
对使用中的建筑张拉膜结构的预张力的检测属于无损检测范畴。
The measurement of the at-working tensioned membrane structure's pretension belongs to the nondestructive monitoring category.
将水平钢索与已安装在垂直钢索上的扣件连接，并在锚固端张拉。
Connect the horizontal steel cables to the fasteners already installed on the vertical steel cables and stretch it at the anchor end.
本文总结介绍中的悬浮式张拉在吉利河特大桥体外预应力中应用。
This paper summarizes the application of floating tension in the prestressing of construction of Jili river big bridge.
采取应力控制，伸长校核的原则，确保了预应力张拉施工的质量。
Thequality of prestressed stretching is guaranteed by the principle of stress control and stretch adjusting.
本文对张拉膜建筑室内分隔墙和围护结构的设计特点进行了讨论。
The paper discusses the particular requirement in design of the partition wall in tensile buildings.
预应力张拉施工中夹片、钢绞线和锚环之间存在着很大的摩擦阻力。
There is much prestressing loss for friction resistance among wedge, steel strand and anchor-ring in engineering.
本文结合工程实例，介绍预应力钢筋张拉时理论伸长值的计算方法。
The paper introduces the calculation methods of extension of prestressed reinforcement combining with project instance.
对张拉钢绞线施工中断丝、滑丝现象予以理论分析，并据此指导施工。
This paper analyses filament breakage and sliding wire of pretensioned concrete, so it can provides guidance of construction.
利用动力松弛法对预应力张拉膜进行初始平衡形状的确定以及静载分析。
Initial equilibrium shape and static behavior of pretensioned membrane structures is analyzed by dynamic relaxation method in this paper.
二等奖获得者提出了一个丰富多彩的张拉结构，并由简单的低成本材料制成。
The second place winners proposed a colorful, tensioned structure which is comprised of low-cost, uncomplicated materials.
对T型梁桥梁板预应力张拉控制相关参数的计算，可为今后的施工提供参考。
The calculation on relative parameters for strain-pull controlling of T-style beam bridge prestress, can provide reference for construction in future.
基于合理的施工过程分析模型，进一步讨论吊杆张拉次序优化和施工偏差调整。
Based on the proper analysis model, optimization of suspenders drawing and adjusting of construction divergency are discussed.
预应力筋用量的增加、张拉控制应力的增大使预应力框架梁、柱的开裂荷载提高。
The crack load increases with the increase of the amount of the prestressing steel or the tensioning stress.
对预应力张拉索膜结构由于温度变化对结构初始平衡形状和静力效应的影响进行研究。
The temperature effect on initial equilibrium shape and characteristics of static responses of pretensioned cable-membrane structures is analyzed in this paper.
文章叙述了该构件的预应力张拉技术、现场生产流水线、吊装施工技术及防水处理方法。
This paper explains the prestressing expansion technique, in site producing flow line, hanging construction technique and water proof treatment method.
再从张拉整体单元的形态问题入手，分析总结了一些常见张拉整体多面体结构的形态构形。
From the morphology aspects of tensegrity systems, the author also analyzed and summarized the morphology configurations of some normal tensegrity polyhedron structures.
张拉千斤顶、油表在预应力钢束张拉前进行检验和标定，使用中按规定程序进行送检标定。
Tensioning jack, oil gauge shall be checked and calibrated prior to the prestressed steel strands tensioning and executed to check and calibrate in using as per the specified procedure.
首先研究了支承条件与温度变化对结构施工张拉的影响，并给出了弦支穹顶的理想张拉成形态。
The effects of supporting conditions and the temperature change on the construction of suspen-dome are investigated first in the present paper.
首先研究了支承条件与温度变化对结构施工张拉的影响，并给出了弦支穹顶的理想张拉成形态。
The effects of supporting conditions and the temperature change on the construction of suspen-dome are investigated first in the present paper.
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