WO2005103383A1 - Rahmenschwelle für einen eisenbahnschotteroberbau und verfahren zu deren herstellung - Google Patents
Rahmenschwelle für einen eisenbahnschotteroberbau und verfahren zu deren herstellung Download PDFInfo
- Publication number
- WO2005103383A1 WO2005103383A1 PCT/DE2005/000692 DE2005000692W WO2005103383A1 WO 2005103383 A1 WO2005103383 A1 WO 2005103383A1 DE 2005000692 W DE2005000692 W DE 2005000692W WO 2005103383 A1 WO2005103383 A1 WO 2005103383A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- sleepers
- frame
- frame threshold
- threshold according
- diagonal bars
- Prior art date
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
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
Definitions
- the invention relates to a frame threshold for a railway ballast track consisting of two sleepers with two extending under the rails longitudinal beams and a method for producing this threshold.
- Monolithic prestressed concrete sleepers consisting of sleepers and under the rails extending longitudinal beams, hereinafter referred to as frame thresholds are known in various embodiments. Their advantages compared to the classic ballast track with sleepers alone are once in the enlarged bearing surface on the gravel, on the other hand in the increased lateral displacement resistance of the single sleepers and in the better horizontal frame support of the track grid.
- the invention is therefore an object of the invention to provide a frame threshold, in which the boundary conditions for effective plug are simplified and improved, in which the risk of breakage due to distortion of the frame threshold is significantly reduced and which can be produced using existing cross sleeper manufacturing.
- the invention is based on the recognition that the above-mentioned disadvantages of the frame threshold preferably by a space-saving design of the side members can be eliminated, on the one hand creates a horizontally as rigid as possible connection between the sleepers and on the other hand allows mutual twisting of the sleepers.
- the side members should be produced later and independently of the cross sleeper production.
- the truss-like arrangement of the diagonal bars in the threshold floor plan leads to a number of advantages:
- the wide side rail of known frame thresholds is replaced by at least two diagonal bars, the small footprint of the rail foot width does not exceed substantially for an unobstructed and effective plugging of the sleepers is possible.
- the plugging of the longitudinal members and thus the risk of unintentional deterioration of the track position is eliminated.
- the resulting from the horizontal frame effect thrust forces between the sleepers are securely transmitted by acting as truss diagonal bars.
- the anchoring of the diagonal bars does not take place in the highly stressed support area of the sleepers, but thanks to the diagonal bar spread laterally in less stressed zones.
- the diagonal bars preferably lie one above the other in two horizontal planes and thus lead to the following characteristics of the frame threshold:
- the elastic diagonal bars together with the sleepers, form a frame that absorbs large vertical deformations without overloading the individual parts when the sleepers cross each other.
- the risk of breakage in the presence of local hollow layers is thus significantly reduced.
- the unwanted tilting of the sleepers about their longitudinal axis under the wheel load is largely eliminated as in known frame thresholds characterized in that 85 - the frame effect prevents mutual rotation of the two connected sleepers.
- the diagonal bars In response to the tilting of the sleepers tensile and compressive forces arise in the diagonal bars.
- the force components of the diagonal bars which are directed in the transverse sleeper longitudinal axis, should compensate each other.
- the diagonal bars In order to achieve this force equalization 90, the diagonal bars must be arranged symmetrically to the track longitudinal axis.
- the superimposed diagonal bars form a sufficiently large, vertical surface for activating the gravel resistance acting transversely to the track.
- the transverse displacement resistance of the frame threshold according to the invention remains largely unchanged compared with known embodiments.
- the uniaxially prestressed sleepers can be prepared beforehand in existing systems. The assembly to a frame threshold takes place in a further production step.
- the production process according to the invention results in known single steps, e.g. the installation and compression of the diagonal bars to 105 simple operations and low investment for manufacturing.
- Fig. 1 is a plan view of the frame threshold consisting of two conventional prestressed concrete sleepers and two longitudinal members in the form of 110 superposed, centrally crossing diagonal bars.
- Fig. 3 shows the schematic diagram of a tiltable manufacturing platform for assembling the sleepers with the diagonal bars.
- each reinforcing bar is secured by a strong protective tube 5 made of plastic, steel or a combination of both materials against mechanical attack and corrosion, wherein the space between the protective tube 5 and the reinforcing bar to further increase the corrosion resistance are also filled with grout 6 can.
- thresholds 1 any type of threshold can be used depending on the requirement.
- the number and size of the diagonal bars 2 to be provided depends on the one hand on the stress on the frame threshold.
- the position of the tension reinforcement in the sleepers 1 is important because the rohrformigen openings 4 between the individual biasing elements of the sleepers 1 place
- the protective tubes 5 end in cone-like connecting pieces 7 as a separate part of the rohrformigen openings 4. To seal the joint sealing rings can be provided as a front seal between the connecting pieces 7 and the protective tubes 5. 135 Another embodiment of the frame according to the invention provides to use as rod elements 3 conventional bar steel profiles with appropriate cross-sectional shape. If a scheduled rust removal is already taken into account when selecting the profile, the installation of protective tubes 5 can be omitted.
- FIG. 3 shows, in a schematic representation, the production platform 8 suitable for the production method 140 according to the invention, on which the already produced cross ties 1 are placed in pairs in an overhead position, wherein the rail supports of the sleepers 1 engage in aligned abutments. Subsequently, if provided, the protective tubes 5 are installed and the rod elements 3 are inserted. 145 With the tilting of the manufacturing platform 9 about the central axis of rotation 9, the weight of the now above-lying cross sleeper acts on the lower supported cross sleeper and generates the necessary pressure for possibly existing sealing rings. About the Verpressmörtelanschluß 10 then the grout 6 is injected increasing from bottom to top. In order to avoid air pockets in the 150 grout 6, the tilt angle of the manufacturing platform 8 should preferably reach at least 45 ° to the horizontal. The ends of the rohrformigen openings 4 are closed after completion of the pressing process with recoverable plug.
- the production of the rohrformigen openings 4 in the sleepers 1 can be done depending on the production quantity and the position of the clamping reinforcement in the sleepers 1 in different ways.
- the openings 4 are expediently by mounting parts, such as conventional, corrugated sheaths with special cone-shaped end pieces. 7 created, which are placed in the mold before concreting ..
- the production of the frame threshold according to the invention is not limited to the method proposed here.
- the threshold can also be produced by known 170 methods in a one-step process.
- a preferred, one-stage production method consists of inserting the diagonal bars 2 between two juxtaposed molds and then simultaneously concreting both sleepers.
- the ends of the diagonal bars 2 projecting through slots in the molds are anchored to the adhesion with the hardening of the cross-sleeper concrete.
- the production of the openings 4 and the subsequent compression process omitted.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Bridges Or Land Bridges (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)
- Forging (AREA)
- Railway Tracks (AREA)
- Train Traffic Observation, Control, And Security (AREA)
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP05744523A EP1738027B1 (de) | 2004-04-21 | 2005-04-15 | Rahmenschwelle für einen eisenbahnschotteroberbau und verfahren zu deren herstellung |
DE112005001504T DE112005001504A5 (de) | 2004-04-21 | 2005-04-15 | Rahmenschwelle für einen Eisenbahnschotteroberbau und Verfahren zu deren Herstellung |
PL05744523T PL1738027T3 (pl) | 2004-04-21 | 2005-04-15 | Ramowy podkład dla tłuczniowej nawierzchni kolejowej i sposób jego wytwarzania |
CN2005800204402A CN1981088B (zh) | 2004-04-21 | 2005-04-15 | 用于铁道路基上部结构的框式轨枕及它的制造方法 |
DE502005004643T DE502005004643D1 (de) | 2004-04-21 | 2005-04-15 | Rahmenschwelle für einen eisenbahnschotteroberbau und verfahren zu deren herstellung |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102004019278.2 | 2004-04-21 | ||
DE102004019278A DE102004019278B3 (de) | 2004-04-21 | 2004-04-21 | Rahmenschwelle für einen Eisenbahnschotteroberbau |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2005103383A1 true WO2005103383A1 (de) | 2005-11-03 |
Family
ID=34968186
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DE2005/000692 WO2005103383A1 (de) | 2004-04-21 | 2005-04-15 | Rahmenschwelle für einen eisenbahnschotteroberbau und verfahren zu deren herstellung |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP1738027B1 (de) |
CN (1) | CN1981088B (de) |
AT (1) | ATE400696T1 (de) |
DE (3) | DE102004019278B3 (de) |
ES (1) | ES2310353T3 (de) |
PL (1) | PL1738027T3 (de) |
WO (1) | WO2005103383A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3770323A1 (de) * | 2019-07-23 | 2021-01-27 | Talleres Alegria, S.A | Vormontierte schienenvorrichtung |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107217551A (zh) * | 2017-07-10 | 2017-09-29 | 中铁第四勘察设计院集团有限公司 | 一种装配式钢管混凝土双块式轨枕 |
CN109056428A (zh) * | 2018-08-04 | 2018-12-21 | 中铁二院工程集团有限责任公司 | 一种用于齿轨交通***的轨道防爬结构 |
CN109722948B (zh) * | 2019-01-30 | 2020-06-23 | 武汉理工大学 | 一种可调间距的x型抗滑动轨枕 |
CN111535097B (zh) * | 2020-05-19 | 2021-09-14 | 中国铁路成都局集团有限公司成都工务段 | 轨枕挡肩修复模具 |
CN113338083A (zh) * | 2021-05-24 | 2021-09-03 | 中国国家铁路集团有限公司 | 一种改进型双块式轨枕及具有其的轨道板及轨道*** |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1387184A (en) * | 1920-03-29 | 1921-08-09 | W F Lee | Roadbed construction |
FR690315A (fr) * | 1930-02-20 | 1930-09-18 | Support de rails de chemins de fer constitué par des longrines en béton armé reliées entre elles par des pièces triangulées | |
DE19842312C1 (de) * | 1998-09-16 | 1999-12-09 | Peter Plica | Schwellenrahmen für einen Schotteroberbau bei Eisenbahnen |
WO2004048695A1 (de) * | 2002-11-26 | 2004-06-10 | Peter Plica | Rahmenschwelle und verfahren zu deren herstellung |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4203895C2 (de) * | 1992-02-11 | 1996-08-29 | Dyckerhoff & Widmann Ag | Einrichtung zum Herstellen von Fertigbauteilen aus Spannbeton mit sofortigem Verbund, insbesondere von Spannbetonschwellen |
CN2175254Y (zh) * | 1993-04-23 | 1994-08-24 | 徐蕴贤 | 双块式钢纤维混凝土轨枕 |
KR100265579B1 (ko) * | 1994-03-29 | 2000-09-15 | 오제끼 마사노리 | 사다리형 침목 및 레일트랙 |
AT408774B (de) * | 1997-09-10 | 2002-03-25 | Riessberger Klaus | Unterschwellung für eisenbahngleise |
CN2441849Y (zh) * | 2000-08-25 | 2001-08-08 | 陈德学 | 倒梯型双块式混凝土轨枕 |
-
2004
- 2004-04-21 DE DE102004019278A patent/DE102004019278B3/de not_active Expired - Fee Related
-
2005
- 2005-04-15 ES ES05744523T patent/ES2310353T3/es active Active
- 2005-04-15 DE DE112005001504T patent/DE112005001504A5/de not_active Withdrawn
- 2005-04-15 DE DE502005004643T patent/DE502005004643D1/de not_active Expired - Fee Related
- 2005-04-15 EP EP05744523A patent/EP1738027B1/de active Active
- 2005-04-15 AT AT05744523T patent/ATE400696T1/de active
- 2005-04-15 CN CN2005800204402A patent/CN1981088B/zh not_active Expired - Fee Related
- 2005-04-15 PL PL05744523T patent/PL1738027T3/pl unknown
- 2005-04-15 WO PCT/DE2005/000692 patent/WO2005103383A1/de active IP Right Grant
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1387184A (en) * | 1920-03-29 | 1921-08-09 | W F Lee | Roadbed construction |
FR690315A (fr) * | 1930-02-20 | 1930-09-18 | Support de rails de chemins de fer constitué par des longrines en béton armé reliées entre elles par des pièces triangulées | |
DE19842312C1 (de) * | 1998-09-16 | 1999-12-09 | Peter Plica | Schwellenrahmen für einen Schotteroberbau bei Eisenbahnen |
WO2004048695A1 (de) * | 2002-11-26 | 2004-06-10 | Peter Plica | Rahmenschwelle und verfahren zu deren herstellung |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3770323A1 (de) * | 2019-07-23 | 2021-01-27 | Talleres Alegria, S.A | Vormontierte schienenvorrichtung |
Also Published As
Publication number | Publication date |
---|---|
ATE400696T1 (de) | 2008-07-15 |
CN1981088B (zh) | 2012-01-04 |
EP1738027B1 (de) | 2008-07-09 |
PL1738027T3 (pl) | 2009-01-30 |
DE502005004643D1 (de) | 2008-08-21 |
EP1738027A1 (de) | 2007-01-03 |
DE102004019278B3 (de) | 2006-02-09 |
ES2310353T3 (es) | 2009-01-01 |
DE112005001504A5 (de) | 2007-05-24 |
CN1981088A (zh) | 2007-06-13 |
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