EP2882905B1 - Joints between precast concrete elements - Google Patents

Joints between precast concrete elements Download PDF

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Publication number
EP2882905B1
EP2882905B1 EP13750098.9A EP13750098A EP2882905B1 EP 2882905 B1 EP2882905 B1 EP 2882905B1 EP 13750098 A EP13750098 A EP 13750098A EP 2882905 B1 EP2882905 B1 EP 2882905B1
Authority
EP
European Patent Office
Prior art keywords
joint
headed
bars
studs
elements
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.)
Active
Application number
EP13750098.9A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2882905A1 (en
Inventor
John Siegfried STEHLE
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.)
Laing Orourke PLC
Original Assignee
Laing Orourke PLC
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 Laing Orourke PLC filed Critical Laing Orourke PLC
Publication of EP2882905A1 publication Critical patent/EP2882905A1/en
Application granted granted Critical
Publication of EP2882905B1 publication Critical patent/EP2882905B1/en
Active legal-status Critical Current
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/023—Separate connecting devices for prefabricated floor-slabs
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483—Shear dowels to be embedded in concrete
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • 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
    • E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
    • 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
    • E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/21—Cross-ribbed 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 extent, e.g. lattice girders
    • E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs

Definitions

  • the present invention relates to the use of headed anchor reinforcement bars in the creation of joints between precast concrete elements.
  • Headed deformed bars are deformed reinforcing bars, such as ribbed carbon steel reinforcing bars, with a head attached at one or both ends. Smooth reinforcing bars are also used with heads.
  • a reinforcing bar with a head attached at both ends is described as a double headed stud whether or not the shank is deformed for better anchorage.
  • the present invention provides a longitudinal joint between two precast concrete elements according to claim 1 each having headed bars projecting from adjoining faces of the elements to be joined; the elements being positioned so that their respective headed bars are interleaved and overlap but are not in contact with one another; and headed studs positioned transversely to a length of the joint and transversely to and between the headed bars, the bars and studs being enclosed in concrete.
  • a joint structure is employed in which headed bars are interlaced in the manner of a lap joint as described in the Texas papers with the addition of a stud carrying rail along the length of the joint supported on the overlapping headed bars and suspending double headed studs between them.
  • single headed studs can be pre-welded to the beam top flange to provide the intersecting studs between the overlapping headed bars.
  • the precast structural elements of the system can be manufactured as large elements.
  • the elements will be typically produced using lightweight concrete to reduce their weight and ease handling and transportation logistics.
  • Two longitudinal bars 18 are laid along the length of the joint and a rail 20 which supports a series of double headed studs 22 rests on the uppermost headed bars.
  • the studs are spaced along the rail so that they can be positioned centrally between the headed bars.
  • the double headed studs 22 hang vertically from the rail 20.
  • a joint width typically of 200mm can be employed with a lap length of 100mm using reinforcing bars of a typical diameter of 16 to 25mm.
  • the rail supported double headed studs can be replaced by a series of single headed studs welded to the top of the beam. These perform the same function within the joint.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Bridges Or Land Bridges (AREA)
EP13750098.9A 2012-08-07 2013-08-06 Joints between precast concrete elements Active EP2882905B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB1214123.0A GB2504720B (en) 2012-08-07 2012-08-07 Joints between precast concrete elements
PCT/GB2013/052094 WO2014023948A1 (en) 2012-08-07 2013-08-06 Joints between precast concrete elements

Publications (2)

Publication Number Publication Date
EP2882905A1 EP2882905A1 (en) 2015-06-17
EP2882905B1 true EP2882905B1 (en) 2016-04-27

Family

ID=46935067

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13750098.9A Active EP2882905B1 (en) 2012-08-07 2013-08-06 Joints between precast concrete elements

Country Status (10)

Country Link
US (1) US20140041328A1 (he)
EP (1) EP2882905B1 (he)
JP (1) JP2015528534A (he)
KR (1) KR20150040297A (he)
CN (1) CN104583505A (he)
AU (1) AU2013301332B2 (he)
CA (1) CA2880440A1 (he)
GB (1) GB2504720B (he)
IL (1) IL237088A0 (he)
WO (1) WO2014023948A1 (he)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150068138A1 (en) * 2013-09-11 2015-03-12 Aditazz, Inc. Concrete deck for an integrated building system assembly platform
US9388562B2 (en) * 2014-05-29 2016-07-12 Rocky Mountain Prestress, LLC Building system using modular precast concrete components
TWI659143B (zh) * 2017-09-07 2019-05-11 Ruentex Engineering & Construction Co., Ltd. 異型格子板施工方法
US10895071B2 (en) 2017-12-29 2021-01-19 Envision Integrated Building Technologies Inc. Structural frame for a building and method of constructing the same
WO2021026600A1 (en) * 2019-08-13 2021-02-18 LWC Research Pty Ltd Prefabricated floor panel, construction and method therefor
EP3816360A1 (en) * 2019-10-30 2021-05-05 Ecole Polytechnique Federale De Lausanne (EPFL) EPFL-TTO Load bearing device
CN112031232A (zh) * 2020-09-30 2020-12-04 江苏建筑职业技术学院 一种装配式楼板的连接件及使用方法
US12110682B2 (en) * 2021-09-30 2024-10-08 Rustin J Russo Building system

Family Cites Families (28)

* Cited by examiner, † Cited by third party
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US1624802A (en) * 1924-09-22 1927-04-12 Rebell Fred Concrete reenforcing bond and connecter
US2150982A (en) * 1936-06-26 1939-03-21 Sheffield Steel Corp Expansion and contraction joint
US2319049A (en) * 1940-02-20 1943-05-11 Albert C Fischer Load transfer joint apparatus
US2466106A (en) * 1944-03-02 1949-04-05 Hoge Edward Clyde Preformed slab structures
US2508443A (en) * 1946-08-20 1950-05-23 John E Carter Sealed joint for concrete slab road pavements
US3295286A (en) * 1961-05-31 1967-01-03 Owens Illinois Inc Cementitious slab with bolt means
CH598433A5 (he) * 1976-07-28 1978-04-28 Camazet Ag
US4648739A (en) * 1985-03-20 1987-03-10 Thomsen Bernard D Load transfer cell assembly for concrete pavement transverse joints
US4781006A (en) * 1986-11-10 1988-11-01 Haynes Harvey H Bolted chord bar connector for concrete construction
CH676615A5 (he) * 1988-04-22 1991-02-15 Bau Box Ewiag
FR2698111B1 (fr) * 1992-11-18 1995-02-03 Razel Freres Entr Procédé de construction d'un tablier de pont comportant une dalle en béton supportée par des poutres métalliques longitudinales.
JPH07247632A (ja) * 1994-01-19 1995-09-26 Taisei Corp プレストレスト・プレキャストコンクリート梁及び同梁と柱の接合構造
DE4412598A1 (de) * 1994-04-13 1995-10-19 Zellner Wilhelm Dübelleiste für Schubbewehrungen
CA2165848C (en) * 1995-12-21 1999-03-30 Amin Ghali Stud-trough reinforcing system for structural concrete
CN2247687Y (zh) * 1996-01-16 1997-02-19 韩鑫森 建筑用抗震预制板
US6293063B2 (en) * 1997-06-30 2001-09-25 David A. Van Doren Cast-in-place hybrid building system
DE10350384A1 (de) * 2002-10-28 2004-05-13 Sprungala, Hubert, Dr.-Ing. Deckenelement
JP2005083072A (ja) * 2003-09-09 2005-03-31 Advance:Kk プレキャストコンクリート版の継手構造と継手工法
US7134805B2 (en) * 2004-04-01 2006-11-14 Kwik Slab, Llc Precast concrete slab system and method therefor
US7632037B2 (en) * 2004-08-05 2009-12-15 Construction Materials, Inc. Dowel apparatus and method
US7540121B2 (en) * 2004-08-13 2009-06-02 Bam Ag Steel-concrete hollow bodied slab or ceiling
US20060179730A1 (en) * 2005-02-01 2006-08-17 Ben C. Gerwick, Inc. Wall structural member and method for constructing a wall structure
WO2006118528A1 (en) * 2005-05-02 2006-11-09 Nils-Gustav Svensson Method for production of a floor structure of steel and concrete
KR100926140B1 (ko) * 2007-08-21 2009-11-10 이완영 Ｐｃ부재를 이용한 건축 구조물 및 그의 시공방법
CA2619333C (en) * 2008-01-28 2014-12-09 Amin Ghali Stud support system for structural concrete
PL2233664T3 (pl) * 2009-03-12 2011-04-29 Gerhard Krummel Urządzenie do łączenia betonowych prefabrykatów
WO2011030178A1 (de) * 2009-09-08 2011-03-17 Gutzwiller Holding Ag Bewehrungselement für einbauten in betonkonstruktionen
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Also Published As

Publication number Publication date
US20140041328A1 (en) 2014-02-13
AU2013301332B2 (en) 2017-04-13
IL237088A0 (he) 2015-03-31
AU2013301332A1 (en) 2015-02-26
GB2504720A (en) 2014-02-12
GB201214123D0 (en) 2012-09-19
EP2882905A1 (en) 2015-06-17
CA2880440A1 (en) 2014-02-13
KR20150040297A (ko) 2015-04-14
WO2014023948A1 (en) 2014-02-13
GB2504720B (en) 2014-07-16
JP2015528534A (ja) 2015-09-28
CN104583505A (zh) 2015-04-29

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