EP0350620B1 - Verfahren zur Herstellung von Weichenschwellen aus Beton - Google Patents

Verfahren zur Herstellung von Weichenschwellen aus Beton Download PDF

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Publication number
EP0350620B1
EP0350620B1 EP89110388A EP89110388A EP0350620B1 EP 0350620 B1 EP0350620 B1 EP 0350620B1 EP 89110388 A EP89110388 A EP 89110388A EP 89110388 A EP89110388 A EP 89110388A EP 0350620 B1 EP0350620 B1 EP 0350620B1
Authority
EP
European Patent Office
Prior art keywords
holes
bottom plate
sleepers
casing
construction components
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.)
Expired - Lifetime
Application number
EP89110388A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0350620A1 (de
Inventor
Frithjof Dipl.-Ing. Schimpff
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.)
Wayss and Freytag AG
Original Assignee
Wayss and Freytag AG
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
Priority claimed from DE3823860A external-priority patent/DE3823860A1/de
Application filed by Wayss and Freytag AG filed Critical Wayss and Freytag AG
Priority to AT89110388T priority Critical patent/ATE75508T1/de
Publication of EP0350620A1 publication Critical patent/EP0350620A1/de
Application granted granted Critical
Publication of EP0350620B1 publication Critical patent/EP0350620B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01B7/00—Switches; Crossings
    • E01B7/22—Special sleepers for switches or crossings; Fastening means therefor
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/005—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with anchoring or fastening elements for the shaped articles

Definitions

  • the invention relates to a method as described in the preamble of claims 1, 7 and 8.
  • Formwork for series prefabricated parts made of concrete are usually very stable and expensive to manufacture because of the high production numbers. This is particularly true for turnout sleepers manufactured one after the other in the fitted bed. These also place very high demands on the dimensionally accurate position of the built-in parts.
  • the built-in parts are therefore fixed in bores in the formwork, which are measured extremely precisely.
  • the built-in parts - dowels or pipe sleeves for the rail fastening screws - are on the top of the sleepers.
  • the top of the threshold lies in the formwork on the formwork floor.
  • the base plate thus serves as a template for the installation of the built-in parts.
  • a drilling grid is often used for large series.
  • the templates to be produced for each type of threshold therefore have little influence on the costs for the individual threshold. With a small number of sleepers being manufactured, the cost of the floor panels serving as templates for the built-in parts can jeopardize the economics of manufacture.
  • the invention has for its object to develop methods according to which a floor panel of a prestressed bed formwork for the production of small series of switch sleepers made of concrete with different arrangement of the built-in parts can be used repeatedly.
  • the object is achieved by the measures specified in the characterizing part of claims 1, 7 and 8.
  • Refinements of the methods are specified in subclaims 2 to 6 and 9 to 17. Claims 1, 7 and 8 describe three solutions to the problem.
  • Claim 1 describes a simple solution, according to which the floor panel is drilled on site or after removal for the production of a further threshold type with the associated hole combination. This process still requires considerable wage costs.
  • the holes not used spans the thin cover according to the invention from a tough material due to the selected thickness and strength under concrete pressure without damage. It is newly manufactured for each new type of precast element and can be manufactured with little effort.
  • the markings for the positions of the built-in parts can be drawn on it with computer help, so that the cover can already serve as a template for the holes.
  • the production of such a cover from thin sheet metal, plastic or synthetic paper is considerably less expensive than a new production of the steel floor plate for the formwork.
  • the floor panel is drilled from the outset with the bores of all types of prefabricated parts for which it is to be used, in one operation - if possible electronically program-controlled - before installation in the formwork and by grafting - for. B. temporarily closed by plastic or by filling.
  • the bores in the floor panel required for the respective production of a certain type of sleeper must be found, opened and filled with holding devices for the built-in parts - in this case the pipe sleeves.
  • This searching can be done according to claim 10 with search templates or also by electronically program-controlled devices.
  • the method according to claim 7 avoids later drilling work on the floor panel, but limits its use to the types of sleepers with whose hole combinations it is drilled.
  • a method according to claims 8 and 9 is completely independent of a prior definition of the threshold types.
  • the floor panel is bored in a fixed - grid - expediently on the central axis and / or axes parallel to it and at equal intervals - with holes or a continuous slot provided.
  • the application of the method according to claims 8 and 9 therefore requires u.
  • U. on the rib plates small deviations of the holes from the central axis, namely to the extent that during the manufacture of the threshold no grid hole of the floor panel can be directly covered by a hole arranged in the central axis of the rib plate.
  • the length of several finished parts or the entire fitted bed can be according to the method according to claims 8 or 9 be covered by formwork sheets according to claims 16 and 17, respectively.
  • the parking devices are placed on the floor panel.
  • the method according to claims 8 and 9 enables automation of the installation of the parking devices and the built-in parts in the formwork.
  • turnout sleepers 2 are produced in series between side formwork on floor panels 3. Thresholds arranged one behind the other are delimited by parking devices 9 in the formwork. Bores 4 fix the position of built-in parts 5 in the switch sleepers 2 in the floor plates 3.
  • Figures 2 and 3 show a cover 6 of the floor panel 3 according to claim 1, on which the associated new positions of the built-in parts are marked.
  • This cover 6, for example glued on, covers the bores 7 of the floor panel 3 from previous uses.
  • the holes 9 of the hole combinations for the positions of the built-in parts of the new use are made congruently in the base plate 3 through the cover 6.
  • the bottom plate 3 according to claim 7 in the example shown in Figures 4 and 5 has the holes A1-A m , B1-B n , C1-C r , etc.
  • the floor panel 3 only covers the length of a threshold in the fitted bed. Parking devices 9 are inserted between the floor plates 3.
  • the search template 10 is adjusted with the aid of alignment marks 11, which are marked both on the base plate and on the search template.
  • the holes B1-B m belonging to the threshold type B are indicated in the vicinity of the other holes A1-A m , C1 C r etc. and are particularly marked. They can thus be clearly found in the vicinity of the other bores and the plugs can be removed from these bores and the holding devices for the tube sleeves can be installed.
  • FIGS. 6 and 7 show a continuous base plate 21 provided with bores 25 in a fixed grid.
  • the bores 25 are arranged in the central axis 26 at an equal distance from one another.
  • a search template 14 is adjusted on the base plate 21 with the aid of alignment marks 15, which are marked both on the base plate 21 and on the search template 14.
  • the holes K1-K m belonging to the threshold type K are indicated in the vicinity of the other other threshold types associated holes I1-I m , L1-L r etc. and are particularly marked. They can thus be found out clearly from the other bores, freed of the sealing plug and filled with tube sleeves or holding devices for the installation of the tube sleeves. In the same way, the holes 22 required to fix the parking devices 9 are sought.
  • the outline 16 of a specially drilled rib plate 17 is entered according to claim 15.
  • the bores 23, 24 are not on the central axis 18 of the ribbed plate 17, but by the dimensions 19, 220, which differ as a rule, except for the axis, in order to come into congruence with the associated grid bores K 1, K 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Seal Device For Vehicle (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Manufacture Of Switches (AREA)
  • Tumbler Switches (AREA)
EP89110388A 1988-07-14 1989-06-08 Verfahren zur Herstellung von Weichenschwellen aus Beton Expired - Lifetime EP0350620B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89110388T ATE75508T1 (de) 1988-07-14 1989-06-08 Verfahren zur herstellung von weichenschwellen aus beton.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3823860A DE3823860A1 (de) 1988-05-04 1988-07-14 Verfahren zu wiederholter verwendung eines schalungsblechs einer schalung fuer beton-serienfertigteile mit unterschiedlicher anordnung von einbauteilen
DE3823860 1988-07-14

Publications (2)

Publication Number Publication Date
EP0350620A1 EP0350620A1 (de) 1990-01-17
EP0350620B1 true EP0350620B1 (de) 1992-04-29

Family

ID=6358649

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89110388A Expired - Lifetime EP0350620B1 (de) 1988-07-14 1989-06-08 Verfahren zur Herstellung von Weichenschwellen aus Beton

Country Status (10)

Country Link
US (1) US5124093A (es)
EP (1) EP0350620B1 (es)
AT (1) ATE75508T1 (es)
DD (1) DD300085A5 (es)
ES (1) ES2012315T3 (es)
FI (1) FI901261A0 (es)
NO (1) NO894847L (es)
PT (1) PT91143B (es)
RU (1) RU2005598C1 (es)
WO (1) WO1990000647A1 (es)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4237466C2 (de) * 1992-11-06 2002-01-17 Dyckerhoff & Widmann Ag Vorrichtung zum Befestigen eines Einbauteils in einer Schalung zum Herstellen von Fertigbauteilen aus Beton

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5301927A (en) * 1988-07-14 1994-04-12 Wayss & Freytag Aktiengesellschaft Method of making concrete switch cross ties
US5227112A (en) * 1988-07-14 1993-07-13 Wayss & Freytag Aktiengesellschaft Method of making concrete switch cross ties
US5618476A (en) * 1995-08-03 1997-04-08 Mogel; Richard L. Process for slip form production of prestressed concrete railroad ties
DE19726468A1 (de) * 1997-06-21 1999-02-11 Butzbacher Weichenbau Gmbh Anordnung zum Befestigen eines Gleisabschnitts
US5809732A (en) * 1997-08-08 1998-09-22 Ccc Group, Inc. M/bed block system
AU2002953592A0 (en) * 2002-12-30 2003-01-23 John Spence Nominees Pty Ltd Apparatus & method for panel construction
ES2257197B1 (es) * 2004-11-02 2007-04-16 Prefabricaciones Y Contratas, S.A.U. (Precon, S.A.U.) Mejoras introducidas en la fabricacion de traviesas de hormigon para aparatos de via de ferrocarril.
CN101508144B (zh) * 2009-03-02 2011-03-23 深圳港创建材股份有限公司 一种具有节能环保功能的混凝土预制件生产工艺

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE133077C (es) *
DE1584397C3 (de) * 1964-07-15 1975-07-10 Van Egteren Industriele Constructiebeton Maatschappij N.V., Hasselt (Niederlande) Vorrichtung zum Aufbauen von Formen, insbesondere für Betonelemente, auf einem Metalltisch
US3685783A (en) * 1970-05-21 1972-08-22 Maule Ind Inc Insert for embedded fittings
US4102957A (en) * 1975-11-20 1978-07-25 Canfarge Ltd (Francon Division) Apparatus and method for manufacturing prestressed concrete railway ties
US4242071A (en) * 1978-08-14 1980-12-30 Martin Concrete Engineering Company Concrete railroad tie casting and handling system
SE415868B (sv) * 1978-12-05 1980-11-10 A Betong Ab Sett att tillverka betongsliperbolock samt matrisuppsettning for utforande av settet
IT1151920B (it) * 1982-07-09 1986-12-24 Betong Ab Sabema Material Ab A Metodo per la produzione di blocchi per traversine in calcestruzzo e serie di matrici per realizzare tale metodo
DE3440247A1 (de) * 1984-11-03 1986-05-22 Wayss & Freytag Ag, 6000 Frankfurt Schalung fuer serienfertigteile aus stahlbeton, vornehmlich fuer vorgespannte weichenschwellen
SU1256967A1 (ru) * 1985-02-21 1986-09-15 Специальное Конструкторское Бюро Главмостостроя Торцеобразователь формы дл изготовлени железобетонных изделий
FR2579512B1 (fr) * 1985-04-01 1987-06-19 Rech Etudes Tech Installation de procede pour la fabrication d'elements en beton arme, notamment de dalles ou predalles en beton precontraint

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4237466C2 (de) * 1992-11-06 2002-01-17 Dyckerhoff & Widmann Ag Vorrichtung zum Befestigen eines Einbauteils in einer Schalung zum Herstellen von Fertigbauteilen aus Beton

Also Published As

Publication number Publication date
FI901261A0 (fi) 1990-03-14
ES2012315T3 (es) 1992-11-16
ES2012315A4 (es) 1990-03-16
PT91143A (pt) 1990-02-08
DD300085A5 (de) 1992-05-21
NO894847L (no) 1990-01-25
RU2005598C1 (ru) 1994-01-15
EP0350620A1 (de) 1990-01-17
PT91143B (pt) 1995-07-03
WO1990000647A1 (de) 1990-01-25
US5124093A (en) 1992-06-23
ATE75508T1 (de) 1992-05-15
NO894847D0 (no) 1989-12-04

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