无砟轨道

客运专线无砟轨道桩网结构模型试验研究

Model Test of Column-net Structure for Dedicated Passenger Line Unballasted Track

日本框架式无砟轨道板预制工艺及成本分析

Precast technology and cost analysis of the Japanese frame-type unballasted track plate

高速铁路无砟轨道CPⅢ控制网测量技术

CP ⅲ Control Points Survey Technology for Ballastless Track of High-Speed Railway

GEDOCE轨道检测系统在无砟轨道施工测量中的应用

Application of GEDO CE Track Detection System in Slab Track Construction

隧道内CRTSⅠ型双块式无砟轨道施工关键技术

Key Construction Technology for CRTS ⅰ Double-block Ballastless Track in Tunnel

桥上CRTSⅠ型板式无砟轨道纵向力分析

Study on the Longitudinal Forces of CRTS ⅰ Ballastless Track Slab on Bridge

CRTSⅡ型无砟轨道底座板侧向挡块施工技术

Construction Techniques for Lateral Chock Block in CRTS ⅱ Ballastless Track Bed Plate

对于300-350km／h的高速铁路，无砟轨道结构被认为是首选方案。

Ballastless track structure is considered to be the first choice for the 300-350km / h high-speed rail .

严寒地区CRTSⅠ板式无砟轨道板制造工艺

The fabrication process of CRTS ⅰ slab ballastless track board in heavy cold area

浅谈客运专线CRTSⅠ型无砟轨道板预制工艺

On prefabrication process of CRTS I type ballastless track plate for passenger special line

客运专线CRTSⅡ型无砟轨道板场土建结构设计

Civil Structural Design of CRTS ⅱ Ballastless Track Slab Fabrication Yards for Passengers-oriented Railways

水泥乳化沥青砂浆（简称CA砂浆）是板式无砟轨道结构中的关键材料之一，由水泥、乳化沥青、砂、添加剂和水等组成，经搅拌、灌注形成砂浆充填层。

Cement and emulsified asphalt mortar ( CA mortar ), which consists of cement , emulsified asphalt , sand , water and other admixtures , is one of the key materials of the slab ballastless track structure .

CA砂浆是CRTS-Ⅱ型板式无砟轨道的一种关键材料，其应用技术研究已成为铁路建设中所关注的一个热点问题。

Cement asphalt mortar ( hereinafter abbreviated to CA mortar ) is a key material of CRTS - ⅱ - type non-ballasted track construction , which application technology has become a hot issues in the railway construction .

客运专线桥梁挠曲变形对CRTSⅠ型板式无砟轨道结构受力影响分析

Analysis on Bridge Deflection Influence on the Force of CRTS ⅰ Slab Ballastless Track Structure on Passenger Dedicated Line

研究结果表明，行车速度的增加对车辆和CRTSⅠ型板式无砟轨道结构的影响非常显著。

The researches indicate that the increase of the traffic speed has very significant effects on the vehicle and track structure .

CRTSⅡ型板式无砟轨道是我国近几年通过引进、消化、吸收及再创新而研制出的一种新型无砟轨道结构。

CRTS ⅱ type slab ballastless track is a new type of ballastless track structure which is introduced , digested , absorbed and re-innovation by our country in recent years .

主要包括以下内容：收集、整理了国内外有关板式无砟轨道的应用现状，并介绍CRTSⅢ型板式无砟轨道的结构特点。

Mainly include the following : Collect , collate the relevant domestic and international research of slab track the status quo , and introduced the CRTS III slab ballastless track structure characteristics .

沉降计算表明CFG桩桩&筏复合地基有效控制了工后沉降，应用于中等压缩性土处理是可满足无砟轨道高速铁路工后沉降要求。

The calculation results show that it is effective of CFG pile - raft composite foundation to control the settlement , it can meet the limits of post-construction settlement in ballastless track for high-speed railway when used in the treatment of medium compressibility soil .

为了满足无砟轨道高速铁路非常严格的工后沉降要求，在京沪高速铁路建设中，CFG桩复合地基成为最主要的地基处理方式，并发展成为桩-筏复合地基的形式。

To meet the extreme strict limits of post-construction settlement in Ballastless Track for High-Speed Railway , during the construction of Beijing-Shanghai high-speed railway , CFG pile composite foundation had become the most important foundation approach , and developed into the pile - raft composite foundation .

根据建立的轨道竖向自由振动分析模型，运用子空间迭代法对FBS型无砟轨道进行了自振分析，列出了前五阶竖向自振频率和振型图。

On the basis of the track vertical free vibration model , the free vibration of the FBS ballastless track is analyzed by means of subspace iteration method . The first five vertical free vibration frequencies and modes are put forward . 4 .

EGS-1123无砟轨道三维精测小车的研制低轨道编队小卫星星间链路设计分析

Development of the EGS-1123 Rail 3D Fine Measurement Trolley for the Slab Track Construction Survey ; Analysis and Design of the Intersatellite-Links in LEO Satellites Formation Flying System

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 .

研究表明：①桩网结构累积沉降值较小，能满足无砟轨道对工后沉降25.0mm的要求；

The research results indicate that : The post-construction settlement of the soil subgrade reinforced with the column-net structure is small enough to meet the design standard of settlement of 25.0mm ;

移动荷载作用下桥上无砟轨道动力分析

Dynamic analysis of ballastless track on bridge subjected to moving load

旭普林无砟轨道施工组织及工程造价分析

Studies on construction managements and cost analyses of Zublin ballastless tracks

桥上纵连板式无砟轨道底座板耐久性研究

Research on the Durability of Foundation Plate in Continuous-Slab-Track on Bridge

浅析双块式无砟轨道Ⅱ线施工物流运输方案

Discussion on Logistics Scheme of Double-Block Type and Non-Ballast ⅱ Line

双块式无砟轨道混凝土裂缝计算公式研究

Study on Calculation Formulas of Concrete Crack in Double-Block Ballastless Track

道床板是双块式无砟轨道的重要组成部分。

The slab is an important part of double-block ballast-less track .

无砟轨道18号无缝道岔尖轨跟端结构选型

Model Selection of Switch Rail Heel-End of No.18 Ballastless Jointless Switch