RU95105171A - Track structure system without large ballast for, at least, one railway track and method for its setting up - Google Patents

Track structure system without large ballast for, at least, one railway track and method for its setting up

Info

Publication number
RU95105171A
RU95105171A RU95105171/11A RU95105171A RU95105171A RU 95105171 A RU95105171 A RU 95105171A RU 95105171/11 A RU95105171/11 A RU 95105171/11A RU 95105171 A RU95105171 A RU 95105171A RU 95105171 A RU95105171 A RU 95105171A
Authority
RU
Russia
Prior art keywords
concrete
base
bedplates
track
rails
Prior art date
Application number
RU95105171/11A
Other languages
Russian (ru)
Other versions
RU2148685C1 (en
Inventor
Даль Йоханес
De]
Энгельке Герхард
Original Assignee
Хохтиф Акциенгезельшафт Форм.Гебр.Хелфманн (DE)
Хохтиф Акциенгезельшафт Форм.Гебр.Хелфманн
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Хохтиф Акциенгезельшафт Форм.Гебр.Хелфманн (DE), Хохтиф Акциенгезельшафт Форм.Гебр.Хелфманн filed Critical Хохтиф Акциенгезельшафт Форм.Гебр.Хелфманн (DE)
Publication of RU95105171A publication Critical patent/RU95105171A/en
Application granted granted Critical
Publication of RU2148685C1 publication Critical patent/RU2148685C1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005—Making of concrete parts of the track in situ
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor

Abstract

FIELD: track structure system without large ballast for, at least, one railway track of two rails, particular, for high-speed railway sections. SUBSTANCE: located on concrete slab of roadway are bedplates of the concrete base of railway track. Concrete slab of roadway has holes in form of filling chambers for accommodation of expansion anchors. Located on bedplates of the base are rail bedplates with marginal hollows for anchor bolts. Rails are located on rail bedplates and secured to them by fastening devices. Base bedplates concreted on concrete slab of roadway and also secured with concrete introduced into filling chamber for expansion anchors. Anchor bolts are pressed with the help of anchor bolt heads to rail bedplate. Methods are also offered of setting up of the track structure system. EFFECT: higher efficiency. 1 dwg

Claims (1)

Система верхнего строения пути без щебеночного балласта по меньшей мере для одного железнодорожного пути из двух железнодорожных рельсов, в частности, для скоростных участков. На бетонной плите проезжей части расположены опорные плиты основания из бетона для железнодорожного пути. В бетонной плите проезжей части выполнены отверстия для анкерных дюбелей в форме заливочных камер для базирования анкерных дюбелей. На опорных плитах основания расположены опорные плиты рельсов с краевыми углублениями для анкерных болтов. На опорных плитах рельсов расположены рельсы, которые с помощью соединенных с опорными плитами рельсов устройств для скрепления рельсов закреплены на опорных плитах рельсов. Опорные плиты основания забетонированы на бетонной плите проезжей части, а также закреплены с помощью введенного в заливочные камеры бетонирующего анкерные дюбели бетона опорных плит основания с бетонной плитой проезжей части. Анкерные болты с помощью головок анкерных болтов прижаты к опорной плите рельсов. Предлагаются также способы изготовления системы верхнего строения пути в соответствии с изобретением.The system of the upper track structure without ballast ballast for at least one railway track from two railway rails, in particular, for high-speed sections. On the concrete slab of the roadway, there are concrete base slabs for the railway track. The concrete slab of the carriageway has holes for anchor dowels in the form of casting chambers for anchor dowels. On the base support plates there are rail support plates with edge recesses for anchor bolts. Rails are located on the rail support plates, which are fastened to the rail support plates by means of devices for fastening the rails connected to the rail support plates. Base plates of the base are concreted on the concrete slab of the carriageway, and also secured with concrete base plates with the concrete slab of the carriageway inserted into the concrete casting chambers of the concrete anchor dowels. Anchor bolts are pressed against the base plate of the rails using the heads of the anchor bolts. Methods are also provided for manufacturing a track structure in accordance with the invention.
RU95105171/28A 1994-04-07 1995-04-06 Method for construction of railway track structure without crushed-stone ballast RU2148685C1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4411889A DE4411889A1 (en) 1994-04-07 1994-04-07 Ballastless track system for at least one railroad track and method of manufacture
DEP4411889.9 1994-04-07

Publications (2)

Publication Number Publication Date
RU95105171A true RU95105171A (en) 1997-02-20
RU2148685C1 RU2148685C1 (en) 2000-05-10

Family

ID=6514763

Family Applications (1)

Application Number Title Priority Date Filing Date
RU95105171/28A RU2148685C1 (en) 1994-04-07 1995-04-06 Method for construction of railway track structure without crushed-stone ballast

Country Status (8)

Country Link
EP (2) EP0676504B1 (en)
CN (1) CN1131351C (en)
AT (2) ATE164897T1 (en)
CZ (2) CZ42798A3 (en)
DE (3) DE4411889A1 (en)
ES (2) ES2114705T3 (en)
PL (1) PL177215B1 (en)
RU (1) RU2148685C1 (en)

Families Citing this family (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4436260C2 (en) * 1994-10-11 2003-04-30 Zueblin Ag Method for fixing tracks in ballastless track superstructure and apparatus for carrying out this method
ATE184063T1 (en) * 1996-01-26 1999-09-15 Weiss Gmbh & Co Leonhard METHOD AND DEVICE FOR PRODUCING A RAILWAY TRACK WITHOUT BALARALLY AND SLEEPERS
AT409392B (en) * 1996-01-26 2002-07-25 Zueblin Ag Method of producing a permanent way without ballast
DE19616649C1 (en) * 1996-04-26 1997-05-22 Hochtief Ag Hoch Tiefbauten Production of concrete body accurately positioned as to height in millimetre range
DE19616648C1 (en) * 1996-04-26 1997-05-22 Hochtief Ag Hoch Tiefbauten production of concrete rail accurately positioned as to height in millimetre range
DE19627672C2 (en) * 1996-07-10 1999-02-18 Hochtief Ag Hoch Tiefbauten Process for producing a concrete carriageway slab of a high-speed carriageway provided with concrete rail support elements and composite anchor setting machine for carrying out the process
DE19808812C2 (en) * 1996-09-24 2000-06-08 Zueblin Ag Process for making a solid carriageway
DE19705267C1 (en) * 1997-02-12 1998-09-10 Zueblin Ag Method of controlling movable equipment carrier for building a permanent way e.g. for laying of railway track
DE19824397C1 (en) * 1998-05-30 1999-07-29 Hochtief Ag Hoch Tiefbauten Ballast free permanent way for high speed trains
DE19824395C1 (en) * 1998-05-30 1999-07-22 Hochtief Ag Hoch Tiefbauten Method for manufacture of railway bed
DE19824396C1 (en) * 1998-05-30 1999-09-30 Hochtief Ag Hoch Tiefbauten Method of producing a loose gravel railtrack esp. for high speed use
DE19915763B4 (en) * 1999-02-20 2008-11-20 Ed. Züblin Ag Method for introducing sleepers in fixed carriageways with the aid of pocket-shaped depressions
DE10054041A1 (en) * 2000-10-31 2002-05-08 Joerg Schwarzbich Process for the production of a rail substructure
DE10226407A1 (en) 2002-06-13 2003-12-24 Boegl Max Bauunternehmung Gmbh Method and device for producing a precise precast concrete part
DE10310754B4 (en) * 2003-01-28 2006-01-26 Naumburger Bauunion Gmbh & Co. Bauunternehmung Kg Method for producing a solid rail track; Fixed railroad track
DE10328895A1 (en) * 2003-06-26 2005-01-20 Rte Technologie Gmbh Method for producing a rail track for rail vehicles
GR1004786B (en) * 2003-11-24 2005-01-25 Γεωργιος Ντινοπουλος Slab track construction without the use of sub-frame parts-building with concrete following adjustment
EP2468954A1 (en) * 2010-12-27 2012-06-27 Sonneville AG Method for manufacturing a ballastless trackway for rail vehicles with an recue route for street vehicles
DE102012103001A1 (en) * 2012-04-05 2013-10-10 Rte Technologie Gmbh Fixed carriageway for rail vehicles and rail fastener for a fixed carriageway
RU2497996C1 (en) * 2012-05-11 2013-11-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Петербургский государственный университет путей сообщения" Method to manufacture superstructure system
CN107905046A (en) * 2017-11-10 2018-04-13 成都天府轨谷科技有限公司 The magnetic railway track of track deformation adjusting apparatus and application described device
CN109944618A (en) * 2019-03-20 2019-06-28 中铁十六局集团第二工程有限公司 A kind of non-fragment orbit expanded anchor bolt duct positioning device
CN115627665B (en) * 2022-12-06 2023-03-21 中国铁路设计集团有限公司 Construction method of fast-supporting integrally-assembled prefabricated track structure

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE662874A (en) * 1964-06-09
DE2102306A1 (en) * 1971-01-19 1972-08-03 Lechler Chemie Gmbh, 7000 Stuttgart Elastic fastening of track rails on a solid substructure
DE2422942C2 (en) * 1974-05-11 1982-12-16 Ed. Züblin AG, 7000 Stuttgart Process for the production of railway superstructures as well as prefabricated parts and device for carrying out the process
DE3341681A1 (en) * 1983-11-18 1985-05-30 Phoenix Ag, 2100 Hamburg Elastic rail bearing
DE3413417A1 (en) * 1984-04-10 1985-10-17 Klöckner & Co KGaA, 4100 Duisburg Sleeperless rail fastening

Also Published As

Publication number Publication date
EP0676504B1 (en) 1998-04-08
ATE164897T1 (en) 1998-04-15
ES2114752T3 (en) 1998-06-01
DE4411889A1 (en) 1995-10-12
CZ87795A3 (en) 1995-12-13
CN1112624A (en) 1995-11-29
CZ285140B6 (en) 1999-05-12
ATE164898T1 (en) 1998-04-15
RU2148685C1 (en) 2000-05-10
EP0735189A1 (en) 1996-10-02
EP0735189B1 (en) 1998-04-08
CZ42798A3 (en) 1999-05-12
DE59501812D1 (en) 1998-05-14
PL177215B1 (en) 1999-10-29
PL308045A1 (en) 1995-10-16
CN1131351C (en) 2003-12-17
EP0676504A1 (en) 1995-10-11
DE59501846D1 (en) 1998-05-14
CZ285120B6 (en) 1999-05-12
ES2114705T3 (en) 1998-06-01

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Date Code Title Description
MM4A The patent is invalid due to non-payment of fees

Effective date: 20030407