EP3443164B1 - Lagerprofil und schienensystem - Google Patents

Lagerprofil und schienensystem Download PDF

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Publication number
EP3443164B1
EP3443164B1 EP17710233.2A EP17710233A EP3443164B1 EP 3443164 B1 EP3443164 B1 EP 3443164B1 EP 17710233 A EP17710233 A EP 17710233A EP 3443164 B1 EP3443164 B1 EP 3443164B1
Authority
EP
European Patent Office
Prior art keywords
rail
side wall
clamping
bearing
profiled
Prior art date
Legal status (The legal status 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 status listed.)
Active
Application number
EP17710233.2A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3443164A1 (de
Inventor
Franz Werner SCHÄPER
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Losyco GmbH
Original Assignee
Losyco GmbH
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 Losyco GmbH filed Critical Losyco GmbH
Priority to PL17710233T priority Critical patent/PL3443164T3/pl
Publication of EP3443164A1 publication Critical patent/EP3443164A1/de
Application granted granted Critical
Publication of EP3443164B1 publication Critical patent/EP3443164B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01B9/60—Rail fastenings making use of clamps or braces supporting the side of the rail
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C7/00—Runways, tracks or trackways for trolleys or cranes
    • B66C7/08—Constructional features of runway rails or rail mountings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/28—Rail tracks for guiding vehicles when running on road or similar surface

Definitions

  • the present invention relates to a bearing profile for a rail according to the preamble of claim 1 and a rail system.
  • the bearing profiles disclosed therein essentially consist of a U-shaped basic profile with two side walls and a base connecting the side walls with a bearing bed in which the rail lies. The distance between the two side walls is greater than the diameter or the width of the rail, so that two clamping profiles are provided for fixing the rail in the bearing profile, which are inserted into the gaps between the rail and a respective side wall of the base profile.
  • the object of the present invention is to provide a bearing profile and a rail system which enables the rail to be installed and fixed in such a bearing profile in a time-saving manner and which ensures a permanently secure fit.
  • the bearing profile according to the invention has a base profile with a first side wall, a second side wall and a bottom connecting a first end of the first side wall with a first end of the second side wall and a clamping profile.
  • the bottom and the side walls form a receiving pocket for receiving the rail.
  • the clamping profile is pressed into a gap between the rail inserted in a bearing bed of the floor and the second side wall.
  • a clamping finger is formed that extends in the direction of the second side wall, with which the rail can be pressed into the bearing bed of the floor.
  • the clamping profile has a base web with two clamping legs extending from one side of the base web, which can be pressed into the gap between the rail inserted into the bed and the second side wall.
  • the clamping legs of the clamping profile extend in the functional position pressed into the gap in the direction of the bearing bed.
  • a first clamping leg rests on the rail at least in some areas.
  • a section of a second clamping leg is pressed into an undercut formed on the second side wall.
  • the molding of the clamping finger on the first side wall enables the rail to be pre-fixed in the position to be clamped in the bearing profile.
  • one of the clamping legs is designed to be resilient and the other of the clamping legs is dimensionally stable.
  • both clamping legs are designed to be resilient.
  • both clamping legs as a spring-elastic clamping leg also facilitates the installation of the clamping profile in the gap between the rail and the second side wall.
  • the contact surface of the second side wall and a contact surface of the base web facing the second side wall in the functional position of the clamping profile are designed as flat surfaces, which facilitates the manufacture of the basic and clamping profiles and the installation of the clamping profile.
  • a pressure surface of the base web of the clamping profile facing away from the rail, facing away from the rail and facing the rail is adapted to the outer contour of the rail. This causes a wedge effect between the rail and the base profile of the bearing profile.
  • a section of a side surface of the first clamping leg facing the rail is designed as a raised pressure region which contacts the rail.
  • the rail is also fixed in a lower region near the floor between the first clamping leg and the clamping finger of the first side wall, which is preferably arranged approximately diagonally opposite one another.
  • the pressure range of the first clamping leg is preferably below an imaginary horizontal plane that runs through the center of the rail.
  • the raised pressure area touching the rail is preferably formed on the free end of the first clamping leg, in particular in the form of a thickening of the free end of the first clamping leg.
  • the section of the second clamping leg that can be pressed into the undercut formed on the second side wall is formed on a free end of the second clamping leg, in particular in Shape of a bend towards the inner surface of the side wall facing the receiving space.
  • the side surface of the second clamping leg facing the second side wall particularly preferably follows the inner surface of the second side wall.
  • pockets are formed on an outer surface of the side walls facing away from the receiving space, the pockets extending in the longitudinal extent of the bearing profile, the side edges of which near the free ends of the side walls are designed to rise outwards from a pocket bottom.
  • the pockets enable a secure interlocking of the bearing profile in a floor surrounding it, in particular a concrete floor.
  • the rising formation of the side edges from the pocket bottom to the outside prevents air pockets when the bearing profile is poured into the floor, which enables a higher strength of the bearing profile in the floor.
  • top, bottom, left, right, front, rear, etc. refer exclusively to the exemplary representation and position of the bearing profile, the rail, the basic profile, the clamping profile, the side wall, the base web selected in the respective figures , the clamping leg and the like.
  • the bearing profile 1 has an approximately U-shaped base profile 3 with a first side wall 6, a second side wall 7 and a base 5 connecting a first end of the first side wall 6 with a first end of the second side wall 7.
  • the length of each of the bearing profiles in the direction of the longitudinal extent of the bearing profiles or of the rails 2 or steel shafts held therein is preferably three meters. However, other manufacturing dimensions are also conceivable.
  • a bearing bed 22 with a partially circular bearing surface is formed on the base 5, which is delimited by two protrusions 23 protruding upwards from the base 5.
  • a clamping finger 8 extending in the direction of the second side wall 7 is formed in the region of a second end of the first side wall 6 remote from the base 5.
  • the clamping finger 8 has at its end facing the rail 2 one of the outer contour of the rail 2 adapted Pressure surface 15 on.
  • the pressure surface 15 is concavely adapted to the base rail 2 and has a bending radius which is adapted to the lateral surface of the rail 2.
  • the pressure surface 15 rests in the circumferential section of an upper half of the rail 2 when the rail 2 is inserted into the bearing bed 22 of the base 5.
  • a peripheral section of the lower half of the rail 2 is encompassed by the bearing bed 22 of the base 5.
  • the orientation of the clamping finger 8 relative to the bed 22 of the base 5 is such that when the rail 2 is inserted into the bed 22, as in FIGS Figures 3 to 6 shown, the rail 2 against the pressure surface 15 of the clamping finger 8 and into the bed 22 of the bottom 5 must be pushed in with slight pressure, the clamping finger 8 and / or the first side wall 6 being slightly resiliently outward, that is to say away from the center of the receiving pocket 9 bends.
  • This clamping profile 4 has a base web 11 with two clamping legs 12, 13 extending from one side of the base web 11.
  • the clamping legs 12, 13 of the clamping profile 4 extend in the functional position pressed into the gap 10 in the direction of the floor 5.
  • a first clamping leg 12 lies against the rail 2 at least in some areas.
  • a section of a second clamping leg 13 is pressed into an undercut 14 formed on the second side wall 7.
  • the base web 11 of the clamping profile 4 closes the gap 10 between an upper free end of the second side wall 7 and the rail 2.
  • the clamping legs 12, 13 are preferably designed to be resilient.
  • the bearing profile 1 is preferably designed entirely or partially as an aluminum profile. However, production from a different metal or a suitable plastic or composite material is also conceivable.
  • a contact surface 17 of the second side wall 7 and a contact surface 18 of the base web 11 facing the functional position of the clamping profile 4 of the second side wall 11 are formed as a flat surface.
  • the pressure surface 16 of the base web 11 of the clamping profile 4 facing away from the rail 2 is adapted to the outer contour of the rail 2.
  • the contact surface 16 of the base web 11 is correspondingly designed as a concave contact surface with a bending radius corresponding to the lateral surface of the rail 2.
  • a section of a side surface of the first clamping leg 12 facing the rail 2 is designed as a raised pressure region touching the rail 2, in particular in the form of a pressure surface or a pressure edge.
  • this pressure area is preferably formed on the free end 20 of the first clamping leg 12.
  • a cavity is formed between the free end 20 and the pressure surface 16 of the base web 11.
  • the pressure region at the free end 20 of the first clamping leg 12 lies in the circumferential section of a lower half of the rail 2 near the bearing bed 22 of the base 5 when the rail 2 is inserted into the bearing bed 22 of the base 5.
  • the section of the second clamping leg 13, which can be pressed into the undercut 14 formed on the second side wall 7, is formed on a free end 21 of the second clamping leg 13. It is also conceivable, if the undercut in the second side wall 7 is provided correspondingly further up, that is, further away from the base 5, to form a corresponding projection on the second clamping leg 13 between its free end 21 and the base web 11.
  • the undercut 14 is preferably, as in Figure 2 is clearly recognizable, formed by a nose 19 projecting like a ramp into the receiving space 9 on an inner surface of the second side wall 7 facing the receiving space 9.
  • the inner surface of the second side wall 7 extends from the undercut 14 in a straight line towards the bottom 5, as shown in FIGS Figures 3 to 10 is shown.
  • This variant is particularly suitable for rails 2 with a smaller cross section, preferably for cross sections in a range from 20 to 30 mm.
  • the inner surface of the second side wall 7 can also be designed in a stepped manner, the second side wall 7 being designed toward the floor 5 with a step projecting into the receiving space 9, as exemplified in Figure 2 is shown.
  • the second clamping leg 13 is accordingly in the one shown here Design variant designed such that it extends in a straight line from the base web 11 in the direction of its free end 21, the free end 21 of the second clamping leg 13 being bent at an angle toward the second side wall 7.
  • the clamping profile 4 pressed into the gap 10 between the upper free end of the second side wall 7 and the rail 2.
  • the clamping profile 4 can be placed with the free end of the first clamping leg 12 and the pressure surface 16 of the base web 11 on the rail 2 and pressed along the lateral surface of the rail 2 in the direction of the bottom 5 of the base profile 3.
  • the rail 2 of a rail system with a bearing profile 1 as described above cannot emerge upwards in the composite, since it strives through the clamping finger 8 of the first side wall 6 of the basic profile 3 under load, laterally in the direction of the second side wall 7 or the clamping profile 4 emigrate.
  • a plurality of grooves 24 in the region of the base 5 and pockets 25, 26 in the region of the side walls 6, 7 are formed on the outer surfaces of the base profile 3.
  • the pockets 25, 26 in the side walls 6, 7 are preferably formed with a trapezoidal cross section.
  • the side edges 27 near the free ends of the side walls 6, 7 are formed so as to rise outwards from a pocket bottom 28 oriented vertically here, in order to prevent air inclusions, so-called blowholes, from pouring the base profile 3 into the floor, for example. can arise, which increases the strength of the overall system.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bearings For Parts Moving Linearly (AREA)
  • Clamps And Clips (AREA)
  • Railway Tracks (AREA)
EP17710233.2A 2016-04-14 2017-03-10 Lagerprofil und schienensystem Active EP3443164B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL17710233T PL3443164T3 (pl) 2016-04-14 2017-03-10 Profil podporowy i układ szynowy

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102016106941.8A DE102016106941A1 (de) 2016-04-14 2016-04-14 Lagerprofil und Schienensystem
PCT/EP2017/055688 WO2017178158A1 (de) 2016-04-14 2017-03-10 Lagerprofil und schienensystem

Publications (2)

Publication Number Publication Date
EP3443164A1 EP3443164A1 (de) 2019-02-20
EP3443164B1 true EP3443164B1 (de) 2020-02-19

Family

ID=58266631

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17710233.2A Active EP3443164B1 (de) 2016-04-14 2017-03-10 Lagerprofil und schienensystem

Country Status (8)

Country Link
US (1) US11060243B2 (zh)
EP (1) EP3443164B1 (zh)
CN (1) CN109072570B (zh)
DE (1) DE102016106941A1 (zh)
DK (1) DK3443164T3 (zh)
PL (1) PL3443164T3 (zh)
RU (1) RU2719072C1 (zh)
WO (1) WO2017178158A1 (zh)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2929344T3 (es) * 2019-03-06 2022-11-28 Horstkemper Maschb Gmbh Sistema de rieles
USD965775S1 (en) * 2020-11-04 2022-10-04 Daniel Dmitriev Sealing device

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4318383C1 (de) 1993-06-03 1994-07-21 Strothmann Gmbh & Co Kg Maschi Schienenführungssystem
RU2354568C2 (ru) * 2007-07-02 2009-05-10 Государственное образовательное учреждение высшего профессионального образования "Пермский государственный университет" Направляющий элемент ходового пути
DE102009025722A1 (de) 2009-06-20 2010-12-23 Weidmüller Interface GmbH & Co. KG Rastverbindungsanordnung
DE202010000866U1 (de) * 2010-01-13 2010-04-08 Bahr Modultechnik Gmbh Schwerlasttraverse
US8245950B2 (en) * 2010-06-30 2012-08-21 Polycorp Ltd. Removable rail seal
US9074326B2 (en) * 2011-06-02 2015-07-07 Dacon Industries Hinged rail seal clip
CN202259336U (zh) 2011-09-26 2012-05-30 苏州瑞得恩光能科技有限公司 导轨型材
RU119733U1 (ru) * 2012-05-25 2012-08-27 Исаак Иосифович Абрамович Устройство для крепления рельса к подкрановой балке
DE202012005714U1 (de) 2012-06-13 2013-09-16 Schletter Gmbh Halter für eine Profilschiene
CN104661950B (zh) 2012-08-28 2016-10-26 斯特曼机械自动化有限公司 轨道系统
US9109617B2 (en) * 2012-12-12 2015-08-18 Newfrey Llc Self-closing positive engagement clip
CN105026814B (zh) * 2013-03-29 2018-02-09 伊利诺斯工具制品有限公司 管保持夹组件
DE102015203098B4 (de) * 2014-04-09 2020-08-13 Schaeffler Technologies AG & Co. KG Laufschienenführung
CN204000489U (zh) 2014-07-02 2014-12-10 唐侠 轨道结构
CN204353816U (zh) 2014-12-17 2015-05-27 重庆健杰科技有限公司 管件快速夹紧装置

Non-Patent Citations (1)

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Title
None *

Also Published As

Publication number Publication date
DE102016106941A1 (de) 2017-10-19
US11060243B2 (en) 2021-07-13
CN109072570A (zh) 2018-12-21
CN109072570B (zh) 2021-04-27
PL3443164T3 (pl) 2020-07-27
US20190127922A1 (en) 2019-05-02
RU2719072C1 (ru) 2020-04-17
DE102016106941A8 (de) 2018-02-22
WO2017178158A1 (de) 2017-10-19
DK3443164T3 (da) 2020-05-04
EP3443164A1 (de) 2019-02-20

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