DK2459813T3 - Stålbetonkomponent armeret med L-formede plademetalstykker - Google Patents

Stålbetonkomponent armeret med L-formede plademetalstykker Download PDF

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Publication number
DK2459813T3
DK2459813T3 DK10734988.8T DK10734988T DK2459813T3 DK 2459813 T3 DK2459813 T3 DK 2459813T3 DK 10734988 T DK10734988 T DK 10734988T DK 2459813 T3 DK2459813 T3 DK 2459813T3
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DK
Denmark
Prior art keywords
sheet metal
concrete component
steel concrete
component
reinforcement
Prior art date
Application number
DK10734988.8T
Other languages
English (en)
Inventor
Gerd Günther
Original Assignee
Tech Hochschule Mittelhessen
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.)
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Publication date
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Publication of DK2459813T3 publication Critical patent/DK2459813T3/da

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Classifications

    • 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 extent, e.g. lattice girders
    • E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/4998—Combined manufacture including applying or shaping of fluent material
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24008—Structurally defined web or sheet [e.g., overall dimension, etc.] including fastener for attaching to external surface
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24058—Structurally defined web or sheet [e.g., overall dimension, etc.] including grain, strips, or filamentary elements in respective layers or components in angular relation
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/24—Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24132—Structurally defined web or sheet [e.g., overall dimension, etc.] including grain, strips, or filamentary elements in different layers or components parallel
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00—Stock material or miscellaneous articles
    • Y10T428/249921—Web or sheet containing structurally defined element or component
    • Y10T428/249923—Including interlaminar mechanical fastener

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Claims (20)

1. Stålbetonkomponent (10) omfattende mindst et øvre (Bo) og mindst et nedre langsgående armeringslag (Bu) og en tværkraftarmering (Q), hvor den er ført i sin udstrækning (L) udover den øverste (Boo) og den nederste langsgående armering (Buu), hvor tværkraftarmeringen (Q) er fremstillet fra mindst 20 L-formede plademetaldele (20) af bygningsstål, kendetegnet ved at holdere (30) er fastgjort på de L-formede metaldele (20), hvor hver holder (30) er monteret i en langsgående reces (22) åben på en side af den L-formede plademetaldel (20), hvor hver holder (30) er dannet fra en armeringsstang af bygningsstål med rundt tværsnit, og hvor skuldre (32) af holderne (30) er placeret på det øverste langsgående armeringslag (Boo).
2. Stålbetonkomponent (10) ifølge krav 1, kendetegnet ved at hver plademetaldel (20) haren kant (40).
3. Stålbetonkomponent (10) ifølge krav 2, kendetegnet ved at kanten (40) er anbragt på den side af plademetaldelen (20) som vender bort fra holderen.
4. Stålbetonkomponent (10) ifølge et af kravene 2 eller 3, kendetegnet ved at to cirkulære recesser (50) er dannet ved kanten (40) på hver plademetaldel (20).
5. Stålbetonkomponent (10) ifølge krav 4, kendetegnet ved at en langsgående armeringsstang (S) er ført igennem hver reces (50).
6. Stålbetonkomponent (10) ifølge krav 4 eller 5, kendetegnet ved at kanterne (40) er dannet med yderligere indhak (52).
7. Stålbetonkomponent (10) ifølge et hvilket som helst af de foregående krav, kendetegnet ved at hver plademetaldel (20) har en tykkelse på 3 mm eller 5 mm.
8. Stålbetonkomponent (10) ifølge et hvilket som helst af de foregående krav, kendetegnet ved at plademetaldelene (20) er jævnt fordel omkring et område (BA).
9. Stålbetonkomponent (10) ifølge et hvilket som helst af de foregående krav, kendetegnet ved at plademetaldelene (20) er anbragt parallelt med hinanden.
10. Stålbetonkomponent (10) ifølge et hvilket som helst af de foregående krav, kendetegnet ved at den langsgående reces (22) har et organ til at fastgøre positionen af holderen (30).
11. Stålbetonkomponent (10) ifølge krav 10, kendetegnet ved at organet til at fastgøre positionen er dannet som lås.
12. Stålbetonkomponent (10) ifølge krav 11, kendetegnet ved at låsen er dannet som en clipplademetaldel (24).
13. Stålbetonkomponent (10) ifølge et hvilket som helst af de foregående krav, kendetegnet ved at to holdere (30) er monteret på hver plademetaldel (20).
14. Stålbetonkomponent (10) ifølge et hvilket som helst af de foregående krav, kendetegnet ved at holderne (30) er lavet af bygningsstål med en diameter på 6 mm.
15. Stålbetonkomponent (10) ifølge et hvilket som helst af de foregående krav, kendetegnet ved at holderne (30) er monteret som drejet i en vinkel (a) i forhold til den respektive plademetaldel (20) op til et maksimum på 45 grader.
16. Stålbetonkomponent (10) ifølge et hvilket som helst af de foregående krav, kendetegnet ved at holderlængden (Hb) ved en komponenttykkelse (h) mindre end 24 cm udgør værdien af ligningen
17. Stålbetonkomponent (10) ifølge et hvilket som helst af de foregående krav, kendetegnet ved at holderlængden (Hb) ved en komponenttykkelse (h) større end eller lig med 24 cm udgør værdien af ligningen
18. Fremgangsmåde til fremstilling afen stålbetonkomponent (10) ifølge opfindelsen af krav 1 omfattende de følgende trin: • at anbringe de L-formede plademetaldele (20) på det nederste lag af den langsgående armering (Buu) • at montere holderne (30) i recesser (22) af plademetaldelene (20), hvor skuldrene (32) af holderne (30) placeres på det øverste lag af den langsgående armering (Boo) • at støbe med beton.
19. Fremgangsmåde ifølge krav 18, kendetegnet ved at holderne (30) låses i recesserne (22) af plademetaldelene før den komplette støbning med beton.
20. Fremgangsmåde ifølge krav 18 eller 19, kendetegnet ved at støbningen med beton udføres i to trin.
DK10734988.8T 2009-07-31 2010-07-19 Stålbetonkomponent armeret med L-formede plademetalstykker DK2459813T3 (da)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102009035800 2009-07-31
DE102009056826A DE102009056826A1 (de) 2009-07-31 2009-12-05 Stahlbetonbauteil mit Bewehrung aus L-förmigen Blechteilen
PCT/EP2010/060389 WO2011012483A1 (de) 2009-07-31 2010-07-19 Stahlbetonbauteil mit bewehrung aus l-förmigen blechteilen

Publications (1)

Publication Number Publication Date
DK2459813T3 true DK2459813T3 (da) 2016-03-21

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Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (8)

Country Link
US (1) US8815366B2 (da)
EP (1) EP2459813B1 (da)
JP (1) JP2013501169A (da)
DE (2) DE202009018538U1 (da)
DK (1) DK2459813T3 (da)
ES (1) ES2565334T3 (da)
PL (1) PL2459813T3 (da)
WO (1) WO2011012483A1 (da)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
DE102012008057A1 (de) * 2012-04-21 2013-10-24 Thomas Friedrich Schubbewehrungselement für eine Tragplatte und Tragplatte mit eingebautem Schubbewehrungselement
PL2940227T3 (pl) * 2014-04-30 2021-11-02 Technische Hochschule Mittelhessen Płaski element konstrukcyjny, element zbrojenia na siłę poprzeczną oraz element konstrukcyjny z żelazobetonu/betonu sprężonego ze zbrojeniem na siłę poprzeczną z takich elementów zbrojenia na siłę poprzeczną
TWI634255B (zh) * 2017-09-11 2018-09-01 潤弘精密工程事業股份有限公司 施作彼此銜接之複數梁的方法
CN116277446B (zh) * 2022-11-15 2024-04-26 长兴奥宇塑业有限公司 蒸压加气混凝土板网笼的连接组件、组网结构和使用方法

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1613351A (en) * 1924-05-31 1927-01-04 Buffalo Steel Company Chair for concrete-reenforcing rods
US2911819A (en) 1956-09-04 1959-11-10 John L Austin Support for reenforcing steel for concrete structures
CH412275A (it) 1964-05-22 1966-04-30 Artico In Paulin Luisa Procedimento per la confezione di un telaio per la fabbricazione di travetti leggeri in laterizio misto, e telaio preparato secondo detto procedimento
FR2303133A1 (fr) 1975-03-07 1976-10-01 Laroche Jean Pierre Distancier d'armatures pour constructions en beton arme
DE2727159C3 (de) 1977-06-16 1980-05-08 7000 Stuttgart Schubbewehrung für auf Betonstützen aufgelagerte Flachdecken aus Stahl- oder Spannbeton
DE29812676U1 (de) 1997-09-09 1998-12-03 Deha Ankersysteme Dübelleiste für Schubbewehrungen
DE19756358A1 (de) * 1997-12-18 1999-07-01 Deha Ankersysteme Schubbewehrung für Flachdecken und Dübelleiste hierfür
EP0928859A1 (de) 1998-01-13 1999-07-14 Pecon AG Durchstandsarmierung
DE19924418A1 (de) 1999-05-27 2000-11-30 Schoeck Bauteile Gmbh Bauelement zur Schubbewehrung
CH694375A5 (fr) 2000-08-08 2004-12-15 Sc Tech Philippe Menetrey Dr Armature flexible de connexion reliant les armatures d'une structure en béton.
DE20309548U1 (de) 2002-06-17 2003-09-11 Krause Wilfried Segmentträger
DE10310715A1 (de) 2003-03-10 2004-10-07 Fachhochschule Gießen-Friedberg Erfindung betreffend Bauteile als Bewehrungselemente sowie daraus hergestellte Betonteile
JP4586136B2 (ja) 2003-10-13 2010-11-24 ジン スー インダストリアル カンパニー，リミテッド 繊維補強圧縮セメント板とコンクリート補強構造用の穴を有する金属間柱を含む発泡プラスチック一体固定式枠型パネルシステム
FI121677B (fi) * 2004-12-08 2011-02-28 Teraespeikko Oy Lävistysraudoite
FI121678B (fi) 2004-12-09 2011-02-28 Teraespeikko Oy Lävistysraudoite
JP3852784B1 (ja) * 2006-06-12 2006-12-06 株式会社ケイエフ 鉄筋保持スペーサおよびそれを用いた法枠形成工法
US20080209843A1 (en) 2007-02-20 2008-09-04 Sure-Way, Llc Rebar Holding and Positioning Apparatus and Method for Reinforcing Concrete Using Rebar

Also Published As

Publication number Publication date
ES2565334T3 (es) 2016-04-04
JP2013501169A (ja) 2013-01-10
PL2459813T3 (pl) 2016-06-30
EP2459813A1 (de) 2012-06-06
DE202009018538U1 (de) 2011-12-16
US8815366B2 (en) 2014-08-26
US20120177873A1 (en) 2012-07-12
EP2459813B1 (de) 2016-01-06
DE102009056826A1 (de) 2011-02-03
WO2011012483A1 (de) 2011-02-03

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