DE801175C - Twisted or twisted prestressed concrete inserts with constant winding changes - Google Patents

Twisted or twisted prestressed concrete inserts with constant winding changes

Info

Publication number
DE801175C
DE801175C DEP8316D DEP0008316D DE801175C DE 801175 C DE801175 C DE 801175C DE P8316 D DEP8316 D DE P8316D DE P0008316 D DEP0008316 D DE P0008316D DE 801175 C DE801175 C DE 801175C
Authority
DE
Germany
Prior art keywords
twisted
prestressed concrete
constant winding
concrete inserts
winding changes
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
Application number
DEP8316D
Other languages
German (de)
Inventor
Anton Schrott
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.)
Deutsche Bundesbank
Original Assignee
Deutsche Bundesbank
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 Deutsche Bundesbank filed Critical Deutsche Bundesbank
Priority to DEP8316D priority Critical patent/DE801175C/en
Application granted granted Critical
Publication of DE801175C publication Critical patent/DE801175C/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B1/00Constructional features of ropes or cables
    • D07B1/06Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core
    • D07B1/0693Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core having a strand configuration
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/03Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2015Strands
    • D07B2201/2024Strands twisted
    • D07B2201/2026Pitch changing over length
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2501/00Application field
    • D07B2501/20Application field related to ropes or cables
    • D07B2501/2015Construction industries
    • D07B2501/2023Concrete enforcements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ropes Or Cables (AREA)

Description

Beim Spannbeton ist die Haltbarkeit und die Verbundwirkung ini wesentlichen abhängig von der Haftfestigkeit der hoch vorgespannten Einlagen im Beton. Versuche haben gezeigt, daß glatte Drähte ohne besondere Endverankerung von gewissen Belastungen ab, insbesondere bei kurzen Haftlängen, durch den Betonkörper gezogen werden, und daß diese Erscheinung besonders frühzeitig bei dynamischer Beanspruchung auftritt. Zwei oder mehr miteinander gebündelten Drähten oder profilierten Einlagen mit ovalem oder kantigem Querschnitt kann -zwar durch Verdrillung oder Verdrehung beim Ziehen (konstante Ganghöhe) die Eigenschaft eines höheren Haft- oder Formwiderstandes verliehen werden; doch hat sich gezeigt, daß auch dermaßen verdrehte Einlagen, besonders bei dynamischer Beanspruchung, wie eine Schraube mit großer Ganghöhe windend oder drehend im Betonkörper durchgezogen werden können, oder daß das Herausschrauben aus der Betonummantelung unter Torsionsbeanspruchung möglich ist.In prestressed concrete, durability and the bond effect are essential depending on the adhesive strength of the highly prestressed inserts in the concrete. try have shown that smooth wires without special end anchoring can withstand certain loads be pulled through the concrete body, especially with short adhesive lengths, and that this phenomenon occurs particularly early in the case of dynamic loading. Two or more wires bundled together or profiled inlays with an oval or angular cross-section - although by twisting or twisting when pulling (constant pitch) bestowed the property of a higher adhesion or form resistance will; but it has been shown that insoles that are so twisted, especially with dynamic stress, like twisting or turning a screw with a large pitch can be pulled through in the concrete body, or that the screwing out of the Concrete coating is possible under torsional stress.

Erfindungsgemäß wird eine verdrehte oder verdrillte Spannbetoneinlage mit veränderlicher Ganghöhe (ständiger Ganghöhenwechsel, stetig oder stufenartig) vorgeschlagen, welche ohne Verwendung besonderer Verankerungseinrichtungen auch bei überivindung der I laftspannung zwischen Beton und Einlage, lediglich infolge seines hohen Formwiderstandes nicht durch den Betonkörper gewunden oder drehend durchgezogen werden kann. Die gesamten "Zugkräfte der Einlagen können somit auf kürzesten Strecken finit Sicherheit auf den Beton übertragen werden, was insbesondere für die Herstellung von Spannbetonschwellen von grii(iter Wichtigkeit ist. Das 'Maß der Verdrehung oder Verdrillung kann innerhalb der zulässigen Grenzen (Festigkeitsabfall) beliebig gewählt werden. :Auch ist es möglich, einen Wechsel zwi@clieu gerader und verdrehter Strecke vorzunehmen.According to the invention, a twisted or twisted prestressed concrete insert is used with variable pitch (constant pitch change, continuous or step-like) proposed which without the use of special anchoring devices too when overcoming the actual tension between concrete and insert, only as a result Due to its high form resistance, it is not twisted or twisted through the concrete body can be pulled through. The entire "tensile forces of the deposits can thus be Shortest distances finite security can be transferred to the concrete, which in particular for the production of prestressed concrete sleepers is of great importance the twisting or twisting can be within the permissible limits (decrease in strength) can be chosen at will. : It is also possible to switch between straighter and twisted route.

Zur Verwendung eignen .ich alle Einlagen wil profiliertem Querschnitt, l;a»tig oder oval, oder go-Iliindelte kreisförmige Einlagen. Die Herstelltnig derartiger Einlagen bereitet keinerlei technische Schwierigkeiten.All inserts with a profiled cross-section are suitable for use. l; a »tig or oval, or go-tied circular inlays. The manufacture of such Deposits do not cause any technical difficulties.

In den Abb. i bis 8 sind einige Ausführungsformen dargestellt.Some embodiments are shown in FIGS.

So zeigen Abb. i und ? eine SIiallilbetolleilllagc. bei welcher eilt verwundenes und unverwuiidencs Drahtstück im ständigen Wechsel sich wiederholen.Thus Fig. I and? a SIiallilbetolleilllagc. at which rushes twisted and indwuiidencs piece of wire repeat themselves in constant change.

Die Abb. 3 und 4 zeigen Einlagen, bei welchen lediglich verschiedene Windungshöhen hintereinander angeordnet sind. Diese können nun gleichartig oder verschieden in ihrer Ganghohe sein.Figs. 3 and 4 show deposits in which only different Winding heights are arranged one behind the other. These can now be of the same type or be different in their pitch.

In Abb. 5 und 6 ist beispielsweise ein elliptischer Querschnitt dargestellt finit verschiedenen Windungshöhen, doch kann auch hierfür ein Wechsel von verwundenem und unverwundenem .Drahtstück gewählt werden.In Figs. 5 and 6, for example, an elliptical cross-section is shown finitely different winding heights, but a change from twisted and an untwisted piece of wire.

Die Abb. 7 und 8 zeigen weiterhin zwei verdrillte Drahtlitzen mit verschiedenen Windungshö hen, doch können auch mehrere Drähte gebündelt oder verdrillt werden.Figs. 7 and 8 also show two twisted wire strands different winding heights, but several wires can also be bundled or twisted will.

Claims (1)

PATENT ANSPRI'Cli: Spannbetoneinlagen von kantigem, ovalem oder profiliertem Querschnitt oder mehreren kreisförmigen Querschnitten, dadurch gekennzeichnet, claß diese einzeln oder ini Verhalid mit wechselnder Ganghöhe oder im Wechsel voll Gerade und Windung schraubenförmig verdreht oder verdrillt sind, wobei der Wechsel stetig oder stufenförmig in kurzen Intervallen erfolgt.PATENT ANSPRI'Cli: Prestressed concrete inserts of angular, oval or profiled Cross-section or several circular cross-sections, characterized in that, class these individually or in combination with alternating pitch or alternating fully straight lines and turn are helically twisted or twisted, the change being constant or in steps at short intervals.
DEP8316D 1948-10-02 1948-10-02 Twisted or twisted prestressed concrete inserts with constant winding changes Expired DE801175C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEP8316D DE801175C (en) 1948-10-02 1948-10-02 Twisted or twisted prestressed concrete inserts with constant winding changes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEP8316D DE801175C (en) 1948-10-02 1948-10-02 Twisted or twisted prestressed concrete inserts with constant winding changes

Publications (1)

Publication Number Publication Date
DE801175C true DE801175C (en) 1950-12-28

Family

ID=7361650

Family Applications (1)

Application Number Title Priority Date Filing Date
DEP8316D Expired DE801175C (en) 1948-10-02 1948-10-02 Twisted or twisted prestressed concrete inserts with constant winding changes

Country Status (1)

Country Link
DE (1) DE801175C (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE864322C (en) * 1951-04-18 1953-01-22 Innocenz Ronchetti Prestressed concrete assembly supports
FR2939459A1 (en) * 2008-12-09 2010-06-11 Soc Civ D Brevets Matiere PROCESS FOR PRODUCING A REINFORCED CONCRETE PIECE AND A PART PRODUCED THEREBY
JP2020105753A (en) * 2018-12-27 2020-07-09 頴司 芝 Structural member

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE864322C (en) * 1951-04-18 1953-01-22 Innocenz Ronchetti Prestressed concrete assembly supports
FR2939459A1 (en) * 2008-12-09 2010-06-11 Soc Civ D Brevets Matiere PROCESS FOR PRODUCING A REINFORCED CONCRETE PIECE AND A PART PRODUCED THEREBY
WO2010067023A1 (en) * 2008-12-09 2010-06-17 Societe Civile De Brevets Matiere Method for producing a reinforced concrete part, and thus-produced part
JP2012511647A (en) * 2008-12-09 2012-05-24 ソシエテ シヴィル デ ブルヴェ マティエール Method for producing a reinforced concrete member and member produced by the method
US11199000B2 (en) 2008-12-09 2021-12-14 Societe Civile De Brevets Matiere Method for producing a reinforced concrete part, and thus-produced part
JP2020105753A (en) * 2018-12-27 2020-07-09 頴司 芝 Structural member

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