系杆

系杆拉索摩阻损失的测试与分析

Analyzing and inspection of the frictional resistance losing about tie bar Lanyard

单管钢管混凝土系杆拱桥构造设计

Design of the conformation of single steel tubes concrete tie bar arch bridge

PC系杆拱桥施工阶段暂态结构安全控制

Security control of provisional structure of tied PC arch bridge at construction stage

ANSYS在下承式系杆拱桥影响线分析中的应用

Analysis of Influence Lines for Tied - arch Bridges with Suspended Road In ANSYS

CFRP吊索钢管混凝土系杆拱桥模型试验研究

Experimental study on concrete-filled steel tube tied-arch bridge with CFRP hangers

配置碳纤维（CFRP）吊杆和系杆混凝土拱桥的力学性能

Behavior of Long Span Concrete Arch Bridge with CFRP Hangers and Tie Bars

CFRP在系杆拱桥中的应用研究

Application Study of CFRP to tied - arch bridge

配置CFRP系杆的钢箱系杆拱桥符合设计与规范要求。

Steel box tied arch bridge with CFRP tie bar meets the demand of design and norms .

CFRP作为系杆其总预应力损失率的最大测量值为2.1%，预应力损失较小，其预应力值稳定。

The maximum measured value of CFRP tie bars prestressing loss rate is 2.1 % . The loss of prestress is smaller .

碳纤维筋（CFRP）具有优良的物理力学性能，可作为钢管混凝土系杆拱桥中的吊索。

Carbon fiber reinforced polymer ( CFRP ) tendons have excellent physical and mechanical properties , it can be used as hangers on concrete-filled steel tube tie-arch bridges .

洋河大桥120m主跨钢管混凝土系杆拱整体安装工艺

Integral Installation Technology for Steel Tube Concrete Tied Arch of 120 m Mainspan of Yanghe Bridge

包西铁路128m钢管混凝土系杆拱动力性能分析

Vibration properties analysis of 128m steel tube concrete arch on Bao-Xi railway

丹东月亮岛大桥是一座宽跨比较小（1/22.4）的钢管混凝土X型系杆拱桥，其稳定性是该桥施工过程中的关键问题之一。

The main span of the Moon Ireland Bridge in Dandong City is X-type arch bridge with small ratio ( 1 / 22.4 ) of width of deck to span . So its stability is the critical problems in design .

跨度75m系杆拱桥钢管拱内混凝土的压注施工工艺研究

Construction Technique of Pressure Filling Concrete to Still Pipe Inner Arch of 75m Span Tie Bar Arch Bridge

新寨大桥80m刚架拱的转体施工跨京杭运河1-90m刚架式系杆拱桥施工技术

Construction technology for 1-90m rigid frame tied arch bridge over-crossing the Grand Beijing-Hangzhou Canal

目前对于CFRP缆索体系桥梁的研究主要集中于大跨度、超大跨度的斜拉桥及悬索桥，在系杆拱桥中应用甚少。

At present , the study of CFRP to cable architectural bridge mostly concentrate on length and super length suspension bridge and cable-stayed bridge , but there is less application studied to tied-arch bridge .

新光大桥系杆为贯穿全桥（785m）的钢箱梁，并与钢拱肋、V形刚构刚性连接，结构整体刚度很大。

The tie bar is penetrative through the whole bridge of 785m and connected rigidly with the arch rib and the V-shaped rigid frame .

CFRP材料具有与普通钢材不同的物理力学特征，根据两种材料的物理力学性能差异，本文分析了CFRP拉索非线性静力性能、CFRP拉索系杆拱桥非线性静力性能和CFRP拉索系杆拱桥稳定与极限承载力。

The material properties of CFRP is different from steel . So the nonlinear mechanic behaviors and the load-carrying capacity of the long span arch bridge with CFRP or steel hangers and tie bar have been studied .

南浦虹桥为净跨120m的下承式钢管混凝土刚架系杆拱。

The Nanpu rainbow bridge is a concrete-filled steel tubular ( CFST ) tied rigid frame through arch bridge with a net span of 120m .

郑州黄河二桥主桥为8×100m钢管混凝土简支系杆拱桥，位于黄河中游宽阔游荡性河段上。

The 2nd Zhengzhou Huanghe River Bridge proper is designed as 8 × 100 m simply-supported tied arch spans of concrete-filled steel tubes over the wide and braided reach in the midstream of Huanghe River .

丹东月亮岛大桥是宽跨比为1/22.44的下承式钢管混凝土系杆拱桥，采用单片桁架式X形拱肋，利用桥面板内张拉钢铰线作为拱的系杆。

Dandong Moon Island Bridge is a through concrete-filled steel tubular ( CFST ) X type tie arch bridge with ratio of width of deck to span 1 / 22.44.The section of the arch ribs adopts monolithic truss type , and the tie bar adopts the deck of the bridge .

本文以海南某油码头108m跨下承式系杆钢拱桥为工程背景。

This paper bases on the steel through arch bridge within tie member which spans 108 meters of an oil wharf in Hainan Province .

苏北运河大桥是主跨为70.9m的下承式钢管混凝土系杆拱桥。

The bridge is a bottom-through concrete-filled steel tube tie-bar arch bridge with a main span 70.9m .

深圳彩虹大桥主桥为跨径150m的单跨下承式钢管混凝土刚架系杆拱桥，文中介绍了该桥的总体布置、结构设计、分析计算和施工监测监控的要点。

The main bridge of Caihong Bridge in Shenzhen City is a single span bottom steel pipe concrete frame tied-arch bridge with 150m span . The paper introduces the general arrangement , structural design , analysis calculation and the key points of construction monitoring and control of the bridge .

该桥集超大溶洞钻孔灌注桩、140m钢箱系杆拱、大跨度钢桥无砟轨道于一体，其工程量大、施工难度高、工艺复杂。

It is composed with bored concrete pile in large water-eroded cave , and 140m steel box bowstring arch bridge , and big span steel bridge with ballastless track . So , it has large quantities of high difficulty , technology , complex .

刚架式系杆拱桥施工过程结构稳定性分析

Analysis of Structural Stability for Rigid Frame Tied-Arch Bridge in Construction

系杆拱桥吊杆初始张拉力及施工控制

Preliminary Tension and Construction Control of Tied Arch 's Suspension Rod

简支下承式系杆拱桥的荷载试验研究

The loading test research of the simple below model tied-arch bridge

网架系杆钢管混凝土拱组合桥的研究

Study on Space Truss Bridge with Concrete Filled Steel Tube Arch

探索了施工方法。系杆拱桥不同施工方法的内力分析

Internal Force Analysis of Bowstring Arch Bridge in Different Construction Method