WO2001053623A3 - Querkraftbeanspruchtes stahl- oder spannbetonteil - Google Patents

Querkraftbeanspruchtes stahl- oder spannbetonteil Download PDF

Info

Publication number
WO2001053623A3
WO2001053623A3 PCT/EP2001/000634 EP0100634W WO0153623A3 WO 2001053623 A3 WO2001053623 A3 WO 2001053623A3 EP 0100634 W EP0100634 W EP 0100634W WO 0153623 A3 WO0153623 A3 WO 0153623A3
Authority
WO
WIPO (PCT)
Prior art keywords
reinforced
concrete part
subjected
reinforcement
stressed concrete
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.)
Ceased
Application number
PCT/EP2001/000634
Other languages
English (en)
French (fr)
Other versions
WO2001053623A2 (de
Inventor
Oliver Matthaei
Hans-Peter Andrae
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.)
LEONHARDT ANDRAE und PARTNER BERATENDE INGENIEURE
LEONHARDT ANDRAE und PARTNER B
Original Assignee
LEONHARDT ANDRAE und PARTNER BERATENDE INGENIEURE
LEONHARDT ANDRAE und PARTNER B
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 LEONHARDT ANDRAE und PARTNER BERATENDE INGENIEURE, LEONHARDT ANDRAE und PARTNER B filed Critical LEONHARDT ANDRAE und PARTNER BERATENDE INGENIEURE
Priority to AU2001250302A priority Critical patent/AU2001250302A1/en
Priority to AT01923551T priority patent/ATE542000T1/de
Priority to US10/182,208 priority patent/US7874110B2/en
Priority to EP01923551A priority patent/EP1248889B1/de
Publication of WO2001053623A2 publication Critical patent/WO2001053623A2/de
Publication of WO2001053623A3 publication Critical patent/WO2001053623A3/de
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional [3D] extent, e.g. lattice girders
    • E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

Es handelt sich um ein durch eine Querkraft (Q) beanspruchbares Stahlbeton- oder Spannbetonteil, an dessen Ober- und Unterseite jeweils eine Bewehrungslage (22, 24) vorgesehen ist. Zur Schubsicherung ist zwischen diesen Bewehrungslagen mindestens ein flächiges Bewehrungsteil (30, 32, 34, 36) vorgesehen, welches sich im wesentlichen rechtwinklig zu einer Oberfläche des Stahlbetonteils und im wesentlichen über den gesamten Abstand zwischen den Bewehrungslagen (22, 24) und quer zu mindestens einer im Stahlbeton- oder Spannbetonteil bei Belastung auftretenden Risszone (50) erstreckt.
PCT/EP2001/000634 2000-01-20 2001-01-20 Querkraftbeanspruchtes stahl- oder spannbetonteil Ceased WO2001053623A2 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AU2001250302A AU2001250302A1 (en) 2000-01-20 2001-01-20 Reinforced or pre-stressed concrete part which is subjected to a transverse force
AT01923551T ATE542000T1 (de) 2000-01-20 2001-01-20 Deckenverstärkung und verfahren zu ihrer herstellung
US10/182,208 US7874110B2 (en) 2000-01-20 2001-01-20 Reinforced or pre-stressed concrete part which is subjected to a transverse force
EP01923551A EP1248889B1 (de) 2000-01-20 2001-01-20 Deckenverstärkung und verfahren zu ihrer herstellung

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10002383A DE10002383A1 (de) 2000-01-20 2000-01-20 Querkraftbeanspruchtes Stahl- oder Spannbetonteil
DE10002383.5 2000-01-20

Publications (2)

Publication Number Publication Date
WO2001053623A2 WO2001053623A2 (de) 2001-07-26
WO2001053623A3 true WO2001053623A3 (de) 2002-02-28

Family

ID=7628185

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2001/000634 Ceased WO2001053623A2 (de) 2000-01-20 2001-01-20 Querkraftbeanspruchtes stahl- oder spannbetonteil

Country Status (6)

Country Link
US (1) US7874110B2 (de)
EP (1) EP1248889B1 (de)
AT (1) ATE542000T1 (de)
AU (1) AU2001250302A1 (de)
DE (1) DE10002383A1 (de)
WO (1) WO2001053623A2 (de)

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JP3899866B2 (ja) * 2001-08-07 2007-03-28 鹿島建設株式会社 鋼板コンクリート構造の継手構造
US20050108980A1 (en) * 2002-10-22 2005-05-26 Andrew Barmakian Rod-reinforced cushion beam
DE10251779B4 (de) * 2002-11-05 2007-02-22 Fachhochschule Gießen-Friedberg Stahlbetonbau-oder Spannbetonbauteil
DE202008012547U1 (de) * 2008-09-23 2010-02-11 Ancotech Ag Anordnung zum Bewehren eines Betonbauwerkes gegen Durchstanzen im Bereich der Auflage eines Deckenelementes auf einer Stütze sowie Durchstanzbewehrungselement hierfür
EP2236686A1 (de) * 2009-04-03 2010-10-06 F.J. Aschwanden AG Bewehrungselement für die Aufnahme von Kräften von betonierten Platten im Bereich von Stützelementen
US8220219B2 (en) 2010-12-03 2012-07-17 Martter Richard P Reinforcing assembly, and reinforced concrete structures using such assembly
US8549813B2 (en) 2010-12-03 2013-10-08 Richard P. Martter Reinforcing assembly and reinforced structure using a reinforcing assembly
WO2014038875A1 (ko) * 2012-09-05 2014-03-13 한국건설기술연구원 펀칭 전단방지용 보강재 및 이를 이용한 기둥과 슬래브 및 확대 기초간의 접합부 시공 방법
JP2015178756A (ja) * 2014-03-20 2015-10-08 株式会社熊谷組 貫通孔を有する鉄筋コンクリート造梁の補強構造
CN104805945A (zh) * 2015-04-10 2015-07-29 安徽新华学院 一种用于现浇空腹楼盖的抗浮型复合轻质芯模及其制作方法
US11220822B2 (en) 2016-07-15 2022-01-11 Conbar Systems Llc Reinforcing assemblies having downwardly-extending working members on structurally reinforcing bars for concrete slabs or other structures
US10119276B2 (en) 2016-07-15 2018-11-06 Richard P. Martter Reinforcing assemblies having downwardly-extending working members on structurally reinforcing bars for concrete slabs or other structures
CN111560851B (zh) * 2020-04-29 2021-12-14 中交路桥建设有限公司 一种装配式钢混组合梁保通桥梁及施工方法

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FR332797A (fr) * 1902-06-13 1903-11-06 Fritz Pohlmann Système de poutre en ciment armé
US1009712A (en) * 1911-01-18 1911-11-28 Robert Anderson Concrete structure.
US2033595A (en) * 1931-07-21 1936-03-10 George E Strehan Rigid frame building construction
US2697930A (en) * 1950-03-21 1954-12-28 David B Cheskin Slab supporting frame for reinforced concrete building construction
DE3523656A1 (de) * 1984-07-24 1986-02-06 AVI Alpenländische Veredelungs-Industrie Gesellschaft mbH, Graz, Steiermark Schubbewehrungssystem fuer flaechentragwerke
EP0414484A1 (de) * 1989-08-21 1991-02-27 Square Grip Limited Säulenkopfverstärkung
EP0495334A1 (de) * 1991-01-18 1992-07-22 Thomas Mösch Schubbewehrung für Flachdecken
DE19543768A1 (de) * 1995-11-20 1997-05-22 Frank Gmbh & Co Kg Max Balkonanschluß
DE19712283C1 (de) * 1997-03-24 1998-05-28 Max Boegl Stahl Und Anlagenbau Stahlkappe zum Verstärken von Flachdecken im Bereich einer Stütze
DE19741509A1 (de) * 1997-09-20 1999-03-25 Stahl & Verbundbau Gmbh Stützenkopfverbreiterung als Durchstanzbewehrung in Stahlbetonplatten

Also Published As

Publication number Publication date
DE10002383A1 (de) 2001-07-26
AU2001250302A1 (en) 2001-07-31
US20030154674A1 (en) 2003-08-21
WO2001053623A2 (de) 2001-07-26
EP1248889A2 (de) 2002-10-16
EP1248889B1 (de) 2012-01-18
ATE542000T1 (de) 2012-02-15
US7874110B2 (en) 2011-01-25

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