DE1668614U - DEVICE FOR ANCHORING PRE-TENSIONED STEEL BARS IN PRE-TENSIONED CONCRETE COMPONENTS. - Google Patents

DEVICE FOR ANCHORING PRE-TENSIONED STEEL BARS IN PRE-TENSIONED CONCRETE COMPONENTS.

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Publication number
DE1668614U
DE1668614U DE1952H0006961 DEH0006961U DE1668614U DE 1668614 U DE1668614 U DE 1668614U DE 1952H0006961 DE1952H0006961 DE 1952H0006961 DE H0006961 U DEH0006961 U DE H0006961U DE 1668614 U DE1668614 U DE 1668614U
Authority
DE
Germany
Prior art keywords
tensioned
steel bars
anchoring
concrete components
cap
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
DE1952H0006961
Other languages
German (de)
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.)
Held & Francke Bauag
Original Assignee
Held & Francke Bauag
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 Held & Francke Bauag filed Critical Held & Francke Bauag
Priority to DE1952H0006961 priority Critical patent/DE1668614U/en
Publication of DE1668614U publication Critical patent/DE1668614U/en
Expired legal-status Critical Current

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Description

JMboBaHJljF3*aec . Banaktiemgesslleeh&fi X S-n. eine m $ chanexstrasse tT In jiB. Bpssbet&nbacteilsn. genstaBdAerSe&ersng at@ine sonderseinfache cnd zwecks sben belijehigen berschflittes in SpameOBbanteile SeuerungsgemässerfolgtdieTerankerang durch einen über &as reie Stabende in eine entspreGhe : : koniBche Ausneämang der üblichen Anke-Yplatte geschobenenil mit Mantelschlitzen irerzehenen Hohlkeil- welcher einen dem JStabquersehnitt entsprechenden Ymenquerschnitt besitzt Die Tignren zeigen ein Ausfiairangsbeispiel und zwar : Bigur 1 die Einrichtung im Achsschnitt., Figur 2 den Querschnitt nachA-A zu Figar 1. er Stahlstab a tritt auB dem Spannbetonbauteil b in an sich bekannter Weise durch die Ankerplatte o aus. Auf das Uber dfe " l"latte w e verstehende linde des Stabes a Ist ein alt JKantel- achlitsen d"versehener S3lkeil . geachben, der keilig im eisa' entsprechende smEJaHHUeTeeingetriebeBi : Bareh <äi-e gegesseitige exäd3sdJ m4 '-<d 3 ? ä eine eichere'VerankBrNBgdes Stabes erreiht -üblleherwe-tes werden die-StZbe vor üem Spwanen beweglich In 3&QMm<Ma'im senstwie gBehaffeneBJSsMiTBBen esBe-tass geXShrt< Bi8ße'Sehlräame ; Bsssen B&dhSe&n&igasg es Spans - , vorganges mit ementm76ztel ausgeg » sen werden* Senerungsgemäas geschiehtdiesdadurch, &assdasaus&e3 mkerplatte c verstehen- de i ! nde des Stabes a samt Bohlkeil Sarch eise Ser rfkappe Z-abgedeckt raL. Bie Cberwurfkappe ist mit einer seitlichen fmmgh'<feTseheBL, die dem Einpressen er Ansgiessmasse diente Aus dem nnenraamder berwurfkappe gelsngt die AaLS- giessaasse entwe-det dv-Teh die-XantelsaMitze d"-d « Roblkellem il, odeur durch eine oder mehrere eigene BohrungeB. in der Anke-r- platte c in eB. auszugiessendenBohlranm Sber der. BsntelebeT- - fläche des Stahlstabes a. JMboBaHJljF3 * aec. Banaktiemgesslleeh & fi X Sn. a m $ chanexstrasse tT In jiB. Bpssbet & nbacteilsn. genstaBdAerSe & ersng at @ ine extra simple cnd for the purpose There are no overshoots in SpamObbs According to the control, the anchor rank is carried out by an over & as Cut the rod end into a corresponding:: conical dimension of the usual anke-Y plate pushed part with jacket slits irerzehenen Hollow wedge which corresponds to the cross section of the rod Ymen cross section possesses The Tignren show an example of failure, namely: Bigur 1 the device in axial section., FIG. 2 shows the cross section according to A-A to FIG. he steel bar a occurs on the prestressed concrete component b in itself known way through the anchor plate o. On the Uber dfe " l "latte we understanding linden of the bar a Is an old JKantel- achlitsen d "provided S3lkeil. geachben, the wedge in the eisa ' corresponding smEJaHHUeTeeingetriebeBi : Bareh <äi-e mutual exäd3sdJ m4 '- <d 3? Ä an eichere'VerankBrNBg of the rod ranks -üblleherwe-tes are the -stzbe in front of the Spwanen movable 3 & QMm <Ma'im senstwie gBehaffeneBJSsMiTBBen esBe-tass geXShrt <Bi8ße'Sehlräame; Bsssen B & dhSe & n & igasg es Spans - , process with ementm76ztel are poured out * Senerungsgemäas This is done by & assdasaus & e3 mkerplatte c understand- de i! End of the rod a including the sarch eise serrf cap Z-covered raL. The cap is with a side fmmgh '<feTseheBL, the injection molding compound was used from the inside of the cap, the AaLS giessaasse either dv-teh die-XantelsaMitze d "-d" Roblkellem il, or through one or more of its own holes B. in the anchor plate c in eB. to be pouredBohlranm Sber der. BSntelebeT- - area of the steel bar a.

Claims (1)

Z Z hu t Z ans pxüche A-
im Bloembetvnbautellm4 zekemmefehnet üurch über imBpaBnbeoBaateIlsn ekessz&ichnet-äsreh sdnenSbeT äss iStsKBe : &<KbsB<ahMHäKsisdM& isssh- SBgHPHJdaiaaaa ssh8essn : mit : ZaEteL- 2-. 3 BimcM. EmgjEtsch JLssrEL) -daarch g&kBsnzeiehne iLaAeHMEr isaerpiste erstehnd@ TeH des Staes saB ebliEeil3 iteiner Cberarfkappe erdeskt si welche zum einpressen der SieBSBSBse s@ seitliche SffEna besitzt
ZZ hat Z answer A-
in the Bloembetvnbautellm4 zekemmefehnet over imBpaBnbeoBaateIlsn ekessz & inet-äsreh sdnenSbeT äss iStsKBe: &<KbsB<ahMHäKsisdM& isssh- SBgHPHJdaiaaaa ssh8essn: with: ZaEteL- 2-. 3 BimcM. EmgjEtsch JLssrEL) -daarch g & kBsnzeiehne iLaAeHMEr isaerpiste erstehnd @ TeH des Staes SaB ebliEeil3 with a cap you can think of which one to press in the SieBSBSBse s @ has lateral SffEna
DE1952H0006961 1952-02-13 1952-02-13 DEVICE FOR ANCHORING PRE-TENSIONED STEEL BARS IN PRE-TENSIONED CONCRETE COMPONENTS. Expired DE1668614U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE1952H0006961 DE1668614U (en) 1952-02-13 1952-02-13 DEVICE FOR ANCHORING PRE-TENSIONED STEEL BARS IN PRE-TENSIONED CONCRETE COMPONENTS.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1952H0006961 DE1668614U (en) 1952-02-13 1952-02-13 DEVICE FOR ANCHORING PRE-TENSIONED STEEL BARS IN PRE-TENSIONED CONCRETE COMPONENTS.

Publications (1)

Publication Number Publication Date
DE1668614U true DE1668614U (en) 1953-12-17

Family

ID=32005651

Family Applications (1)

Application Number Title Priority Date Filing Date
DE1952H0006961 Expired DE1668614U (en) 1952-02-13 1952-02-13 DEVICE FOR ANCHORING PRE-TENSIONED STEEL BARS IN PRE-TENSIONED CONCRETE COMPONENTS.

Country Status (1)

Country Link
DE (1) DE1668614U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1174475B (en) * 1959-06-25 1964-07-23 Tech Pour L Utilisation De La One-piece anchor head for tendons of structures made of concrete or other masses

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1174475B (en) * 1959-06-25 1964-07-23 Tech Pour L Utilisation De La One-piece anchor head for tendons of structures made of concrete or other masses

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