EP1947254A3 - Wood-concrete composite structure - Google Patents

Wood-concrete composite structure Download PDF

Info

Publication number
EP1947254A3
EP1947254A3 EP08000425A EP08000425A EP1947254A3 EP 1947254 A3 EP1947254 A3 EP 1947254A3 EP 08000425 A EP08000425 A EP 08000425A EP 08000425 A EP08000425 A EP 08000425A EP 1947254 A3 EP1947254 A3 EP 1947254A3
Authority
EP
European Patent Office
Prior art keywords
wood
masonry
composite structure
wooden beam
concrete composite
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.)
Withdrawn
Application number
EP08000425A
Other languages
German (de)
French (fr)
Other versions
EP1947254A2 (en
Inventor
Heinz Wieland
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.)
COM-ING AG
Original Assignee
Com-Ing 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
Application filed by Com-Ing AG filed Critical Com-Ing AG
Publication of EP1947254A2 publication Critical patent/EP1947254A2/en
Publication of EP1947254A3 publication Critical patent/EP1947254A3/en
Withdrawn legal-status Critical Current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
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • 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
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B2005/232—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with special provisions for connecting wooden stiffening ribs or other wooden beam-like formations to the concrete slab
    • E04B2005/237—Separate connecting elements

Landscapes

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

Abstract

Erfindungsgemäss ist ein Holz-Beton-Verbundtragwerk (4) vorgesehen, umfassend:
a) ein Mauerwerk (2);
b) ein flächiges Betonelement (6); und
c) einen Holzbalken (10); wobei:
d) das flächige Betonelement (6) form- und kraftschlüssig mit seitlichen Bereichen in das Mauerwerk (2) eingreift;
e) in dem flächigen Betonelement (6) ein Armierungselement (18,50 bis 90), vorzugsweise ein im wesentlichen parallel zum Mauerwerk (2) verlaufendes und im wesentlichen zentral über dem Holzbalken (10) positioniertes Stabbündel (18) aus Armierungsstäben (18z), angeordnet ist, durch welches an vorzugsweise mittleren Durchbruchsstellen (22) mindestens eine Schraube (14) in weitgehend senkrechter Orientierung in den Holzbalken (10) eingeschraubt ist.

Figure imgaf001
According to the invention, a wood-concrete composite structure (4) is provided, comprising:
a) a masonry (2);
b) a flat concrete element (6); and
c) a wooden beam (10); in which:
d) the flat concrete element (6) positively and non-positively engages with lateral areas in the masonry (2);
e) in the flat concrete element (6) a reinforcing element (18,50 to 90), preferably a substantially parallel to the masonry (2) extending and substantially centrally above the wooden beam (10) positioned rod bundle (18) of reinforcing rods (18z) , is arranged, through which at least one screw (14) is screwed in a substantially perpendicular orientation in the wooden beam (10) at preferably central breakthrough sites (22).
Figure imgaf001
EP08000425A 2007-01-18 2008-01-10 Wood-concrete composite structure Withdrawn EP1947254A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200710002784 DE102007002784A1 (en) 2007-01-18 2007-01-18 Wood-concrete composite structure

Publications (2)

Publication Number Publication Date
EP1947254A2 EP1947254A2 (en) 2008-07-23
EP1947254A3 true EP1947254A3 (en) 2012-06-27

Family

ID=39156641

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08000425A Withdrawn EP1947254A3 (en) 2007-01-18 2008-01-10 Wood-concrete composite structure

Country Status (2)

Country Link
EP (1) EP1947254A3 (en)
DE (1) DE102007002784A1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ304080B6 (en) * 2012-01-24 2013-10-02 Ceské vysoké ucení technické v Praze, Fakulta stavební, Katedra ocelových a drevených konstrukcí Coupling of wood-based beams connected by means of steel plates with bilaterally pressed pins with a foundation plate
ES2612579A1 (en) * 2015-11-16 2017-05-17 Universidad Politécnica de Madrid Anchoring and reinforcement system for wood and concrete collaborating structures (Machine-translation by Google Translate, not legally binding)
ES2582252B1 (en) * 2016-06-10 2017-08-08 Universitat D'alacant / Universidad De Alicante CONNECTION SYSTEM OF MIXED CONCRETE AND WOOD STRUCTURES
EP3546666A1 (en) * 2018-03-27 2019-10-02 fischerwerke GmbH & Co. KG Wood concrete compound construction set
CN110259172B (en) * 2019-06-25 2021-03-16 杭州聚源建筑设计有限公司 Construction method for transforming original precast slab into cast-in-place slab
CN110565860B (en) * 2019-09-27 2024-02-06 南京工业大学 Connecting system of prefabricated assembled wood-concrete combined structure
CN113187139A (en) * 2021-03-04 2021-07-30 上海应用技术大学 Orthogonal laminated wood-concrete composite floor slab and reinforcing method
TWI812324B (en) * 2022-07-04 2023-08-11 吉瞬興業股份有限公司 Cement Wood Composite Screws

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19602400A1 (en) * 1996-01-24 1997-07-31 Heinz Wieland Composite wood and concrete panel
EP1512875A1 (en) * 2003-09-05 2005-03-09 Heinz Dipl. Bauing. Wieland Connection device for a wood concrete connection

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4029134A1 (en) * 1989-11-16 1991-05-23 Stadler Heerbrugg Holding Ag Composite structure of timber beam and concrete slab - has concrete reinforcing bolts screwed into timber beam at acute angle to surface
ITVR20010123A1 (en) * 2001-11-21 2003-05-21 Al Fer S R L DRY CONNECTOR FOR WOODEN FLOORS, LAMINATED BEAMS, MIXED OR SIMILAR STRUCTURES, MADE IN ONE PIECE.
DE202006000593U1 (en) * 2006-01-13 2006-05-18 Bathon, Leander, Prof. Dr. Structures in wood-concrete composite construction

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19602400A1 (en) * 1996-01-24 1997-07-31 Heinz Wieland Composite wood and concrete panel
EP1512875A1 (en) * 2003-09-05 2005-03-09 Heinz Dipl. Bauing. Wieland Connection device for a wood concrete connection

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
"Holz Beton Verbund - Das einfache", 2006, Seewis, CH, pages 1 - 12, XP055027129, Retrieved from the Internet <URL:http://www.com-ing.com/Holz-Beton_Verbund/Beratung/TCC_Integral.pdf> [retrieved on 20120514] *

Also Published As

Publication number Publication date
EP1947254A2 (en) 2008-07-23
DE102007002784A1 (en) 2008-07-31

Similar Documents

Publication Publication Date Title
EP1947254A3 (en) Wood-concrete composite structure
AT8142U2 (en) ALPINE ANCHOR
EP1748119A3 (en) Prefabricated foundation and pillar assembly for building constructions
EP2206931A3 (en) Screw and its utilisation
EP2110194A3 (en) Saw blade and hand saw
DE202015100387U1 (en) Form stone for a wall, masonry system and a building element for a wall system
EP2143859A3 (en) Locking device
DE20013351U1 (en) fence
EP2336441A3 (en) Anchor bar for encasing in concrete
DE202011001363U1 (en) Connecting device for connecting a wall with a facade element or with a facade element holder
EP2138642A3 (en) Composite wall
DE102007038305B4 (en) Infinitely adjustable, adjustable column base formwork for concrete columns
DE3340392A1 (en) Timber building element
EP1754846B1 (en) Basin with cover device
EP3147411A1 (en) Supporting wall
DE202007000792U1 (en) Fillable grid body in particular as a stone column
DE20011093U1 (en) Device for cutting insulation material
DE202007013678U1 (en) Mounting device for a tombstone of a tomb
DE116713C (en)
RU61759U1 (en) DEVICE FOR STRENGTHENING WOODEN CONSTRUCTION STRUCTURES
DE202006013331U1 (en) Clamping device for formwork corners
DE202004013726U1 (en) Profile connection has two hollow profile bars and two blocks connected to form rigid unit by bridge and fit in two inner C-section profiles in first hollow profile bar
DE20301004U1 (en) Frame grid for climbing plants has crossing bars connected to each other by connecting devices
AT248660B (en) Device for anchoring decking panels
DE20120361U1 (en) Solid wood ceiling or wall elements for buildings

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: COM-ING AG

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 5/12 20060101AFI20120523BHEP

Ipc: E04B 5/23 20060101ALI20120523BHEP

Ipc: E04B 5/16 20060101ALI20120523BHEP

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20120801