EP2882905B1 - Joints between precast concrete elements - Google Patents
Joints between precast concrete elements Download PDFInfo
- 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
Links
- 239000011178 precast concrete Substances 0.000 title claims description 5
- 239000004567 concrete Substances 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 239000011372 high-strength concrete Substances 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- 238000003491 array Methods 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Images
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.
Description
- 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. In this specification 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 use of lap splices anchored by headed bars in creating joints between precast elements is described in a technical paper entitled Lap Splices Anchored by Headed Bars by by M. Keith Thompson, Antonio Ledesma, James O. Jirsa, and John E. Breen published in ACI Structural Journal V 103, No 2 March April 2006. This primarily addresses their use in bridge structures. This paper describes the mechanics of such joints. A more detailed report by the same authors from May 2002 has been published by the Center for Transportation and Research, The University of Texas, Austin as Report 1855-3. These documents are herein referred to as the Texas papers. A typical joint width under consideration in these documents is 10 inches (0.254 m).
- Headed bars are also used in the reinforcement of flat slabs, particularly to deal with localised high shear stresses around column heads. The RFA-Tech SHEARTECH® system proposes the use of double headed shear studs welded to carrier/spacer rails. These stud carrying rails are designed to be placed liked rays within the slab surrounding a column in order to provide shear reinforcement. The studs are positioned vertically within the surrounding slab parallel to the axis of the column. There are other proprietary systems for use around column heads offered by Halfen and Max Frank of Germany.
JP H07 247632 - The present invention is particularly concerned with the problems of the construction of floors within large multi-storey structures requiring flat slab constructions to create a framework defining multiple floors. These floors can be assembled from precast concrete planks. The joints between these planks and between other structural elements such as concrete columns, beams, walls which are used in a variety of configurations, must be structurally robust. It is also desirable to minimise the use of high strength concrete in making of these joints.
- 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. Preferably 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. When such a reinforcement structure is embedded in high-strength concrete, a robust structural joint of relatively small dimensions can be constructed. In analytical terms, the transfer of forces can be considered as a series of compression struts and tension ties according to normal strut and tie theory, with the strength of the compression struts enhanced by the confining effect of the intermediate studs on their carrying rail.
- Where joints are required to be formed above a steel beam element, single headed studs can be pre-welded to the beam top flange to provide the intersecting studs between the overlapping headed bars.
- Using this form of joint construction, 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.
- Joints of the system between adjacent slab elements, beam and slab elements, wall and slab elements and other similar scenarios, require temporary supporting of one element from the other element. This is typically provided by temporary steel channels bolted on top of one element and which rest on the adjacent element through cantilevering action.
- In order that the invention may be well understood, an embodiment of a joint between adjacent floor planks will now be described by reference to the accompanying diagrammatic drawings, in which:
-
Figure 1 shows a perspective view of an embodiment of a partly constructed floor using the joint of the present invention; -
Figure 2 shows a perspective view of adjacent planks with reinforcement to construct a joint in accordance with the invention in place; -
Figure 3 shows a view of the joint from above; and -
Figure 4 shows a perspective view of an alternative embodiment of a partly constructed floor using the joint of the present invention. - A floor in a multi-storey construction is assembled from precast lightweight concrete (LWC)
planks 10. Theplanks 10 are supported by concrete beams 26 andcolumns 28 and prior to the construction of the joints between the beams and planks and adjoining planks, the elements are supported by means ofsteel channels 30. -
Joints 12 are constructed as shown inFigures 2 to 3 . Eachedge face 14 of a beam orplank 10 has a series ofheaded bars 16 projecting from it. In this example, the bars are shown in two vertically spaced layers. The reinforcement is precast into the planks so that they can be laid edge to edge with the headed bars of one plank interlaced and overlapping with those of the adjacent plank without the bars coming into contact or conflict with one another. The edge faces of both the beams and planks have similar arrays of headed bars at the same spacing so that joints of the same form can be made between all the elements. - Two
longitudinal bars 18 are laid along the length of the joint and arail 20 which supports a series of double headedstuds 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 headedstuds 22 hang vertically from therail 20. - In this embodiment, the rail comprises two rods to which the
heads 24 of the double headed studs are welded. The rail is there to keep the doubleheaded studs 22 in position at the required spacing and performs no structural part of the joint. It may be relatively lightweight. The lowermost head of the double headed studs lies within the joint. - Shuttering is provided beneath the joint so that concrete can be poured into the gap to surround the reinforcement and bring the surface of the joint up to the level of the adjoining surfaces of the precast planks. Once joints have been completed, the
channels 30 are removed. - It is envisaged that 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.
- In
Figure 4 , asteel framework 4 is made up of steel beams 6 that define a perimeter of the floor and at least onehorizontal beam 8 within it. Thisframework 4 is used to support a plurality of lightweight concrete (LWC)planks 10, which are laid on theframework 4 and connected to it. The joints are then made as previously described. - Where a joint overlies a beam 6, 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.
Claims (5)
- A longitudinal joint between two precast concrete elements (10) each having headed bars (16) projecting from adjoining faces (14) of the elements to be joined; the elements (10) being positioned so that their respective headed bars are interleaved and overlap but are not in contact with one another; the bars being enclosed in concrete ; characterised in that headed studs (22) are positioned transversely to a length of the joint and transversely to and between the headed bars, the studs being enclosed in concrete.
- A joint as claimed in claim 1, wherein the headed studs are double headed studs and supported on a rail (20) which rests on the overlapped headed bars.
- A joint as claimed in claim 1, wherein the headed studs are welded to a beam beneath the joint.
- A joint as claimed in any one of the preceding claims wherein each element face (14) has a double row of headed bars.
- A joint as claimed in any one of the preceding claims , wherein at least one longitudinal bar (18) is positioned along the length of the joint.
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 (en) |
EP (1) | EP2882905B1 (en) |
JP (1) | JP2015528534A (en) |
KR (1) | KR20150040297A (en) |
CN (1) | CN104583505A (en) |
AU (1) | AU2013301332B2 (en) |
CA (1) | CA2880440A1 (en) |
GB (1) | GB2504720B (en) |
IL (1) | IL237088A0 (en) |
WO (1) | WO2014023948A1 (en) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2015038805A1 (en) * | 2013-09-11 | 2015-03-19 | Aditazz, Inc. | Concrete deck for an integrated building system assembly platfrom |
US9388562B2 (en) * | 2014-05-29 | 2016-07-12 | Rocky Mountain Prestress, LLC | Building system using modular precast concrete components |
TWI659143B (en) * | 2017-09-07 | 2019-05-11 | Ruentex Engineering & Construction Co., Ltd. | Method of laying out abnormal-shaped grid decks |
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 (en) * | 2020-09-30 | 2020-12-04 | 江苏建筑职业技术学院 | Connecting piece of assembled floor slab and using method |
Family Cites Families (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 (en) * | 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 (en) * | 1988-04-22 | 1991-02-15 | Bau Box Ewiag | |
FR2698111B1 (en) * | 1992-11-18 | 1995-02-03 | Razel Freres Entr | Method of constructing a bridge deck comprising a concrete slab supported by longitudinal metal beams. |
JPH07247632A (en) * | 1994-01-19 | 1995-09-26 | Taisei Corp | Prestressed, precast concrete beam, and joined structure of same with column |
DE4412598A1 (en) * | 1994-04-13 | 1995-10-19 | Zellner Wilhelm | Dowel bar for shear reinforcement |
CA2165848C (en) * | 1995-12-21 | 1999-03-30 | Amin Ghali | Stud-trough reinforcing system for structural concrete |
CN2247687Y (en) * | 1996-01-16 | 1997-02-19 | 韩鑫森 | Antiseismic prefabricated slab for building |
US6293063B2 (en) * | 1997-06-30 | 2001-09-25 | David A. Van Doren | Cast-in-place hybrid building system |
DE10350384A1 (en) * | 2002-10-28 | 2004-05-13 | Sprungala, Hubert, Dr.-Ing. | Ceiling element bears by end section on beam of support construction, and ceiling element and beam form composite girder, and ceiling element has cavities extending at right angles to longitudinal extent of beam |
JP2005083072A (en) * | 2003-09-09 | 2005-03-31 | Advance:Kk | Joint structure and joint construction method for precast concrete slab |
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 |
AU2005274371B2 (en) * | 2004-08-13 | 2010-11-11 | 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 (en) * | 2007-08-21 | 2009-11-10 | 이완영 | Structure for using precast members and construction method thereof |
CA2619333C (en) * | 2008-01-28 | 2014-12-09 | Amin Ghali | Stud support system for structural concrete |
ES2435203T3 (en) * | 2009-03-12 | 2013-12-16 | Peikko Group Oy | Device for coupling precast concrete parts |
WO2011030178A1 (en) * | 2009-09-08 | 2011-03-17 | Gutzwiller Holding Ag | Reinforcing element for recessed parts in concrete structures |
CN201771074U (en) * | 2010-03-29 | 2011-03-23 | 曙光控股集团有限公司 | Ribbed reinforced concrete prefabricated component board |
-
2012
- 2012-08-07 GB GB1214123.0A patent/GB2504720B/en active Active
-
2013
- 2013-08-06 EP EP13750098.9A patent/EP2882905B1/en active Active
- 2013-08-06 KR KR20157003796A patent/KR20150040297A/en not_active Application Discontinuation
- 2013-08-06 WO PCT/GB2013/052094 patent/WO2014023948A1/en active Application Filing
- 2013-08-06 AU AU2013301332A patent/AU2013301332B2/en active Active
- 2013-08-06 CN CN201380041619.0A patent/CN104583505A/en active Pending
- 2013-08-06 JP JP2015525940A patent/JP2015528534A/en active Pending
- 2013-08-06 CA CA2880440A patent/CA2880440A1/en not_active Abandoned
- 2013-08-06 US US13/960,166 patent/US20140041328A1/en not_active Abandoned
-
2015
- 2015-02-04 IL IL237088A patent/IL237088A0/en unknown
Also Published As
Publication number | Publication date |
---|---|
WO2014023948A1 (en) | 2014-02-13 |
AU2013301332B2 (en) | 2017-04-13 |
KR20150040297A (en) | 2015-04-14 |
IL237088A0 (en) | 2015-03-31 |
CN104583505A (en) | 2015-04-29 |
AU2013301332A1 (en) | 2015-02-26 |
EP2882905A1 (en) | 2015-06-17 |
CA2880440A1 (en) | 2014-02-13 |
JP2015528534A (en) | 2015-09-28 |
US20140041328A1 (en) | 2014-02-13 |
GB2504720B (en) | 2014-07-16 |
GB2504720A (en) | 2014-02-12 |
GB201214123D0 (en) | 2012-09-19 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2882905B1 (en) | Joints between precast concrete elements | |
KR101186267B1 (en) | Hybrid multi-forming composite beam | |
KR101321267B1 (en) | Cross-section stiffiness enhancement and lining board installation area reduction having steel girder used temporary bridge and construction method of the same | |
US20120240497A1 (en) | Construction system | |
KR100676627B1 (en) | Shear reinforcement device arranged in the slab-column connection and the shear reinforcement structure using the device | |
US8590230B2 (en) | Prestressed slab element | |
KR101536659B1 (en) | Prestressed steel composite structure | |
EP3327200B1 (en) | Prefabricated bridge girder | |
US20220356706A1 (en) | Reinforcing Steel Skeletal Framework | |
JP3938036B2 (en) | Flat slab structure | |
KR101177316B1 (en) | Shear reinforcement device for junctional region of column-slab | |
US20070079570A1 (en) | Reinforced Concrete Forming System | |
KR20180011528A (en) | Prestressed Hybrid Composite Girder Utilizing Truss Action | |
US10138630B1 (en) | Concrete shearwall and assemblies thereof, and related methods | |
EP3187658A1 (en) | Form structure of precast segment structure and construction method thereof | |
RU2609504C1 (en) | Steel and concrete bridge span | |
US11603632B1 (en) | Method for producing a prestressed concrete bridge beam | |
KR20190131213A (en) | Bridge construction method using manufactured pc slab | |
KR101402620B1 (en) | Construction method of slab type rahmen birdge using Half-PC slab for slab bridge | |
JP7228337B2 (en) | beam floor structure | |
CN203160134U (en) | Short cantilever support suitable for side span cast-in-situ section construction | |
US1141160A (en) | Reinforced-concrete building construction. | |
KR20180070097A (en) | Prestressed Hybrid Wide Flange Girder System Suitable For Resisting Negative Moments At Construction Stage | |
JP6864991B2 (en) | Slab structure | |
JP6823926B2 (en) | Plate structure |
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 |
|
17P | Request for examination filed |
Effective date: 20150309 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20150717 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
DAX | Request for extension of the european patent (deleted) | ||
INTG | Intention to grant announced |
Effective date: 20151104 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 794994 Country of ref document: AT Kind code of ref document: T Effective date: 20160515 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602013007135 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20160427 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 794994 Country of ref document: AT Kind code of ref document: T Effective date: 20160427 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160727 Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160829 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160728 Ref country code: AT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: BE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602013007135 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 602013007135 Country of ref document: DE |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
26N | No opposition filed |
Effective date: 20170130 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160831 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160831 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20170428 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170301 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160806 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160806 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20130806 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: MT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160427 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20230731 Year of fee payment: 11 |