WO2016154688A2 - Упругое подкладочное рельсовое скрепление с горизонтальной эластичностью в поперечном направлении для кривых малых радиусов - Google Patents

Упругое подкладочное рельсовое скрепление с горизонтальной эластичностью в поперечном направлении для кривых малых радиусов Download PDF

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Publication number
WO2016154688A2
WO2016154688A2 PCT/BG2016/000013 BG2016000013W WO2016154688A2 WO 2016154688 A2 WO2016154688 A2 WO 2016154688A2 BG 2016000013 W BG2016000013 W BG 2016000013W WO 2016154688 A2 WO2016154688 A2 WO 2016154688A2
Authority
WO
WIPO (PCT)
Prior art keywords
rail
transverse direction
lining
horizontal elasticity
fastening
Prior art date
Application number
PCT/BG2016/000013
Other languages
English (en)
French (fr)
Russian (ru)
Other versions
WO2016154688A3 (ru
Inventor
Георги Стефанов БАХАРОВ
Светослав Александров САВОВ
Стоян Благойчев МИРОВ
Петър Иванов ДИМИТРОВ
Original Assignee
"Дендрит" Оод
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 "Дендрит" Оод filed Critical "Дендрит" Оод
Priority to BG112570A priority Critical patent/BG67084B1/bg
Publication of WO2016154688A2 publication Critical patent/WO2016154688A2/ru
Publication of WO2016154688A3 publication Critical patent/WO2016154688A3/ru

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
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44—Fastening the rail on the tie-plate
    • E01B9/46—Fastening the rail on the tie-plate by clamps
    • E01B9/48—Fastening the rail on the tie-plate by clamps by resilient steel clips

Definitions

  • the invention relates to the construction of rail fastening, for curves of small radii and in particular with a radius of 300 m or less.
  • Known lining fastening type KS from the German description DE 3526653A 1 which consists of a rail fixed to the sleeper with a flange lining of rolled steel.
  • the rail is fastened on two sides by the flanges of the lining on which the rail is mounted, elastic clamping terminals for fixing the rail sole, each of which is mounted on the lining by means of a bolt with washer and nut.
  • the ribbed lining is fixed to the sleepers using four screws.
  • the aim of the invention is the creation of an elastic rail fastening for curves of small radii with increased reliability and durability, by providing elastic movement of the rail sole in the horizontal transverse direction under load.
  • the invention is expressed in the creation of an elastic lining rail fastening for curves of small radii with horizontal elasticity in the transverse direction, when the rail is exposed to horizontal transverse force arising from the passage of the wheel of the rolling stock.
  • An equal in magnitude and opposite in direction direction reaction force appears on the lateral surface of the sole.
  • the elastic fastening elements are deformed, and the rail sole moves in the horizontal transverse direction, which reduces the clearance (a).
  • This reaction determines the elasticity property of the bond in the horizontal transverse direction, according to the essence of the invention.
  • the proposed solution extends the life of wooden sleepers, as there is no contact with steel screws that are screwed into plastic dowels built into the sleepers and the presence of two cones of the flange lining, bearing the action of horizontal load forces.
  • this rail mounting system can be pre-mounted in the workshop or at a sleeper factory. This ensures the accuracy of the location of the nodes on the sleepers, the use of mechanization, reduces the cost of labor and time for installation and dismantling on the way, as the sleepers are supplied with fasteners that are in pre-installation condition, requiring a minimum of manipulation after laying the rails.
  • One of the main advantages of this bond is its low maintenance or even non-maintenance. This means that after mounting the bond does not need any regular maintenance.
  • FIG. 1 Bonding with coil springs - longitudinal section
  • An elastic intermediate fastening with horizontal elasticity in the transverse direction, for curves of small radii the subject of this invention comprises a rail (1) mounted on a wooden rail (2) through a cast iron lining (3), a gasket made of elastic material (4), two elastic terminals (7), two screws (5) screwed into dowels (6), which are built into the sleepers (2).
  • a rail (1) mounted on a wooden rail (2) through a cast iron lining (3), a gasket made of elastic material (4), two elastic terminals (7), two screws (5) screwed into dowels (6), which are built into the sleepers (2).
  • recesses are made for accommodating coil / cup / shaped springs (9) designed to displace the rail sole to the position of contact with the inner flange (11).

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
PCT/BG2016/000013 2015-03-30 2016-05-05 Упругое подкладочное рельсовое скрепление с горизонтальной эластичностью в поперечном направлении для кривых малых радиусов WO2016154688A2 (ru)

Priority Applications (1)

Application Number Priority Date Filing Date Title
BG112570A BG67084B1 (bg) 2015-03-30 2016-05-05 Еластично подложно релсово скрепление с хоризонтална еластичност

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BG111968 2015-03-30
BG111968A BG111968A (bg) 2015-03-30 2015-03-30 Еластично подложно релсово скрепление с хоризонтална еластичност в напречна посока за железен път в криви с малки радиуси

Publications (2)

Publication Number Publication Date
WO2016154688A2 true WO2016154688A2 (ru) 2016-10-06
WO2016154688A3 WO2016154688A3 (ru) 2016-12-15

Family

ID=57003692

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/BG2016/000013 WO2016154688A2 (ru) 2015-03-30 2016-05-05 Упругое подкладочное рельсовое скрепление с горизонтальной эластичностью в поперечном направлении для кривых малых радиусов

Country Status (2)

Country Link
BG (2) BG111968A (bg)
WO (1) WO2016154688A2 (bg)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107090749A (zh) * 2017-04-20 2017-08-25 太仓中博铁路紧固件有限公司 上锁型减震钢轨扣件

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1049603A1 (ru) * 1982-03-03 1983-10-23 Проектно-Технологическо-Конструкторское Бюро Главного Управления Пути Мпс Ссср Рельсовое скрепление
SU1379393A1 (ru) * 1986-09-15 1988-03-07 П.П. Веретюк Рельсовое скрепление
DE19608823C1 (de) * 1996-03-07 1997-05-22 Krupp Ag Hoesch Krupp Seitenverstellbare federnde Schienenbefestigung
DE102008028093A1 (de) * 2008-06-13 2009-12-17 Wirthwein Ag Stützpunkt und Befestigung für Schienen auf einer Holzschwelle

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107090749A (zh) * 2017-04-20 2017-08-25 太仓中博铁路紧固件有限公司 上锁型减震钢轨扣件

Also Published As

Publication number Publication date
BG112570A (bg) 2018-02-28
BG111968A (bg) 2016-10-31
BG67084B1 (bg) 2020-06-15
WO2016154688A3 (ru) 2016-12-15

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