SU1461810A1 - Railway track overstructure on ferroconcrete foundation under rails - Google Patents

Railway track overstructure on ferroconcrete foundation under rails Download PDF

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Publication number
SU1461810A1
SU1461810A1 SU874201881A SU4201881A SU1461810A1 SU 1461810 A1 SU1461810 A1 SU 1461810A1 SU 874201881 A SU874201881 A SU 874201881A SU 4201881 A SU4201881 A SU 4201881A SU 1461810 A1 SU1461810 A1 SU 1461810A1
Authority
SU
USSR - Soviet Union
Prior art keywords
rails
grooves
rail
railway track
overstructure
Prior art date
Application number
SU874201881A
Other languages
Russian (ru)
Inventor
Эдуард Петрович Исаенко
Игорь Петрович Кривцов
Серик Куралбаевич Мусаев
Бауржан Изтлеувич Изтлеуов
Original Assignee
Алма-Атинский институт инженеров железнодорожного транспорта
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 Алма-Атинский институт инженеров железнодорожного транспорта filed Critical Алма-Атинский институт инженеров железнодорожного транспорта
Priority to SU874201881A priority Critical patent/SU1461810A1/en
Application granted granted Critical
Publication of SU1461810A1 publication Critical patent/SU1461810A1/en

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  • Machines For Laying And Maintaining Railways (AREA)

Abstract

Изобретение относитс  к строительству и эксплуатации железных до.рог и касаетс  устройства верхнего строени  железнодорожного пути. Цель изобретени  - повьшение эксплуатационных качеств устройства. Устройство верхнего строени  содержит продольные лежни 2 с гнездами, соединенные поперечными брусами 8, рельсы- 1 и рельсовые скреплени  4. Гнезда лежней 2 выполнены в виде -продоль- - ных канавок.5 дл  плотной укладки в них подошвы рельсов 1 с боковыми симметричными выходами 6 дл  уста; новки в них рельсовых скреплений 4, Верхнее основание лежней 2 выполнено с.горизонтальными поперечными прре- мами. 7 . расположенными ниже дна канавок 5. На канавки 5 лежней 2 укладываютс  прокладки 3 с отогнутыми вниз концами, на которые устанавливаютс  рельсы 1. Рельсовые скреплени . 4, установленные в боковых выходах 6 канавок, прижимают подошву рельса 1 к подрельсовому основанию. Выправку рельсов 1 осуществл ют благодар  свободному доступу к рельсам 1 за счет выполненных попереч- ; ных горизонтальных проемов 7 на лежн х 2, 1 иЛ. U)The invention relates to the construction and operation of iron bridges and relates to the construction of an upper structure of a railway track. The purpose of the invention is to improve the performance of the device. The topside device contains longitudinal planes 2 with sockets, connected by transverse bars 8, rails 1 and rail fasteners 4. Layers 2 are made in the form of longitudinal grooves.5 for tightly fitting the sole of rails 1 with side symmetrical outlets 6 for mouth; They have rail fastenings 4 in them. The upper base of the rails 2 is made with horizontal transverse prisms. 7 located below the bottom of the grooves 5. On the grooves 5 of the lower legs 2, the gaskets 3 are laid with the ends bent down onto which the rails 1 are mounted. Rail fastenings. 4, mounted in the side outlets of the 6 grooves, press the rail base 1 against the rail base. The alignment of the rails 1 is carried out due to the free access to the rails 1 due to the cross-sections made; horizontal openings 7 on beds 2, 1 and l. U)

Description

Редактор Н,КиштулинецEditor H, Kistoulinets

Составитель Ю.ЛазаренкоCompiled by Y. Lazarenko

Техред М.Ходанич Корректор С.ШекмарTehred M. Khodanich Proofreader S. Shekmar

Заказ 639/22Order 639/22

Тираж 495Circulation 495

ВНИИПИ Государственного комитета по изобретени м и открыти м при ГКНТ СССР 113035, Москва, Ж-35, Раушска  наб., д. 4/5VNIIPI State Committee for Inventions and Discoveries at the State Committee on Science and Technology of the USSR 113035, Moscow, Zh-35, Raushsk nab. 4/5

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Claims (1)

Формула изобретенияClaim Устройство верхнего строения пути на железобетонных подрельсовых основаниях, содержащее рельсы, установленные в гнездах продольных лежней, и рельсовые скрепления, отличающее с я тем, что, с целью повышения эксплуатационных качеств устройства, гнезда в лежнях выполнены в виде продольных канавок с боковыми симметричными выходами/ в которых установлены рельсовые скрепления, а‘ верхнее основание лежней выполнено с поперечными горизонтальными проемами, расположенными ниже дна канавок, при этом ширина.канавок равна ширине подошвы рельса.The device of the upper track structure on reinforced concrete under-rail bases, containing rails installed in nests of longitudinal rods, and rail fasteners, characterized in that, in order to improve the performance of the device, the nests in rods are made in the form of longitudinal grooves with symmetrical lateral exits / in of which rail fasteners are installed, and the upper base of the bed is made with transverse horizontal openings located below the bottom of the grooves, the width of the grooves being equal to the width of the rail sole.
SU874201881A 1987-03-03 1987-03-03 Railway track overstructure on ferroconcrete foundation under rails SU1461810A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU874201881A SU1461810A1 (en) 1987-03-03 1987-03-03 Railway track overstructure on ferroconcrete foundation under rails

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU874201881A SU1461810A1 (en) 1987-03-03 1987-03-03 Railway track overstructure on ferroconcrete foundation under rails

Publications (1)

Publication Number Publication Date
SU1461810A1 true SU1461810A1 (en) 1989-02-28

Family

ID=21288386

Family Applications (1)

Application Number Title Priority Date Filing Date
SU874201881A SU1461810A1 (en) 1987-03-03 1987-03-03 Railway track overstructure on ferroconcrete foundation under rails

Country Status (1)

Country Link
SU (1) SU1461810A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5353987A (en) * 1992-08-11 1994-10-11 Fudo Construction Co., Ltd. Railroad track system having vertically adjustable railroad tie and method of construction therefor
LT3431B (en) 1993-07-28 1995-10-25 Mykolas Puzauskas Excavator track

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Альбрехт В.Г. и Золотарский А.Ф. Современные конструкции верхнего строени железнодорожного пути. М.: Транспорт, 1975, с. 166. *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5353987A (en) * 1992-08-11 1994-10-11 Fudo Construction Co., Ltd. Railroad track system having vertically adjustable railroad tie and method of construction therefor
LT3431B (en) 1993-07-28 1995-10-25 Mykolas Puzauskas Excavator track

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