EP1756367A1 - Joint metallique allege pour surfaces en beton - Google Patents
Joint metallique allege pour surfaces en betonInfo
- Publication number
- EP1756367A1 EP1756367A1 EP05742465A EP05742465A EP1756367A1 EP 1756367 A1 EP1756367 A1 EP 1756367A1 EP 05742465 A EP05742465 A EP 05742465A EP 05742465 A EP05742465 A EP 05742465A EP 1756367 A1 EP1756367 A1 EP 1756367A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- slab
- joint
- slabs
- concrete
- edges
- 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.)
- Granted
Links
Classifications
-
- 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
- E01C11/08—Packing of metal
-
- 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
-
- 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
- Y10T29/49616—Structural member making
- Y10T29/49623—Static structure, e.g., a building component
- Y10T29/49632—Metal reinforcement member for nonmetallic, e.g., concrete, structural element
Definitions
- the present invention relates to the production of concrete surfaces and more particularly to the metal joint used for this purpose to delimit the slabs.
- this surface is divided into rectangular or square sections constituting the concrete slabs. This sharing is generally carried out using metal profiles delimiting each concrete slab and constituting the joint between the slabs.
- these joints are provided with means making it possible to absorb the variations in dimensions of the slabs due to thermal variations.
- These joints must also be able to absorb heavy loads while maintaining the correct level of the surface of the slabs and avoiding any deterioration of the edges of concrete slabs. For this purpose, these joints must meet the following criteria:
- these joints for concrete slabs are made from sheet steel profiles and more particularly of the kind with double profile with male and female interlocking such as tenon and mortise which allows the dilation of the slabs and which are opposed to displacements. vertical when passing heavy loads.
- a commonly used joint is made using a double profile, essentially in the shape of an omega, the outer contour of one of which matches the inner contour of the other. The central male part of the joint must necessarily have a sufficient volume to allow it to be filled with concrete during molding.
- WO 99/55968 also describes a structural joint for concrete slabs comprising on the one hand an L-shaped female profile whose vertical wing extends along the edge of the slab and up to the stop upper part of the latter and the horizontal double wing of which extends towards the inside of the slab and on the other hand an L-shaped male profile the vertical wing of which also extends along the edge of the slab and up to the upper edge thereof and the horizontal wing of which extends towards the outside of the slab so as to be able to engage in the female profile of the adjacent slab.
- the problem with this kind of profile is that it is rolled in continuous length and, when placed in concrete, it cuts the thickness of the slab in two parts near the joint.
- joints that provide effective reinforcement of the upper sharp edge of the concrete slabs.
- structural joints for concrete slabs comprise on the one hand, an L-shaped female metal profile whose vertical wing extends along the edge of the slab and up to the upper edge of that here and on the other hand, a male L-shaped profile whose vertical wing also extends along the edge of the slab and up to the upper edge thereof, extending continuously over the entire length of the slab.
- These two profiles are assembled face to face so as to form the reinforced lips of the concrete slabs to be joined.
- These metal joints are heavy and expensive.
- the object of the present invention is to remedy the drawbacks mentioned above by simple and effective means which will be described in more detail below.
- the joint in accordance with the present invention, is produced from thinner sheet metal and to reinforce the upper edge of the male and female profiles by folding the sheet metal back on itself and compressing this doubled part by means mechanical cold profiling to obtain a larger width of the edge with sharp corners and thus obtain an ideal shape of this edge; i.e. get a right angle on the outside of the slab and an edge with an acute angle on the concrete side.
- This geometry therefore gives the upper edge of the concrete slab, in contact with the metallic edge, an obtuse angle which supports the edge during heavy loads on the edge of the joint.
- the metal seal in accordance with the present invention, is produced according to the characteristics as described in the appended claims.
- FIG. 1 shows the preparation of part of the surface to be concreted with using a set of seals according to the invention
- Figure 2 shows a perspective detail of a first part of the joint according to the invention comprising male elements
- Figure 3 shows a perspective detail of a second part of the joint according to the invention comprising female elements
- Figure 4 is a perspective view of an assembly of the two parts according to the invention before pouring the concrete
- Figure 5 is a plan view of the assembly according to Figure 4
- Figure 6 is a vertical sectional view of the metal joint after the concrete has been poured
- Figures 7, 8 and 9 show in detail the embodiment of the upper part of the metal seal according to the invention.
- FIG. 1 an assembly of joints has been shown, comprising the male parts 1 and the female parts 2, dividing the surface to be concreted into square or rectangular sections or slabs.
- Figures 2 and 3 show details of the joint in a vertical section AA in Figure 1.
- the first male part 1 is made from a steel sheet 3 folded back on itself, along its upper edge, and profiled cold to form the edge.
- the second part 2 of the joint according to the invention is shown in FIG. 2 and is composed of a longitudinal sheet 8, similar to the sheet 3 of the first part 1.
- the height of this sheet 8 is limited relative to the sheet 3 and the lower end is folded back on itself in the shape of an L directed towards the interior of the part 2.
- a series studs 12 provided at their end with a head or widening 13.
- Part 2 also includes a series of mortises 10 in the shape of a U whose opening 1 1 is intended to receive the studs 5 of the male part 1. This opening 1 1 is preferably provided with a conical entry to facilitate the introduction of the stud 5.
- the external surface of the mortises 10 is provided with attachment grooves for the concrete. Before the concrete is poured, these mortises 10 are pressed into the outer parts of the studs 5.
- the mortises 10 will advantageously be made of plastic.
- Figure 4 there is shown a joint section assembled before the concrete molding and showing the second part 2 of the joint hung on the part 1 by means which can break during the subsequent contraction of the adjacent slabs.
- FIG. 5 is a plan view corresponding to FIG.
- the temporary fixing means 9 of the sheets 3 and 6 will break and the slab 15 can then come off completely from the slab 14 and move slightly to the left thanks to the movement of the tenons 5, of the slab 14 inside the mortises 10, of the slab 15.
- This movement will be carried out in a much more flexible manner and without snagging or retained by rust parts thanks to the mortises 10 made of plastic.
- the vertical loads exerted on the upper surface of the joint according to the invention will be distributed uniformly over the two edges of the slab; vertical displacements will be avoided by tenons 5 and the resistance of the upper concrete edges is increased thanks to the obtuse angles ⁇ of the upper corners.
- FIG. 7 shows in detail the shaping of the upper edge of the steel sheets 3 and 8. As already described above, this edge is folded over itself over the entire length and then cold formed.
- a set of three rollers is used, the first of which acts along a horizontal plane H, the second along a vertical plane V (angle of 90 °) and the third along an oblique plane A situated at an acute angle relative to the roller V and therefore leaving an obtuse angle ⁇ with respect to the upper surface of the concrete.
- This angle ⁇ must preferably be obtuse to give increased resistance to the edge of the concrete slab.
- FIG. 8 shows the upper edge of a part of the joint thus obtained which has sharp corners C and a smooth upper surface S thanks to cold rolling and cold working.
- the upper edge of the joint according to the invention is therefore made from steel sheets, 3 to 4 mm thick, the upper edges of which are folded back on themselves and then cold rolled so as to obtain a smooth upper surface having a width from 8 to 12 mm with sharp corners in hardened steel thanks to the cold deformation which hardens the material and makes it more resistant.
- FIG. 9 shows a corner of a concrete slab provided with a part of the joint according to the invention.
- the shape thus obtained by the concrete during casting gives it greater resistance F to spalling thanks to its obtuse angle ⁇ at the most critical point. Thanks to the invention, a joint for concrete slabs is therefore obtained, the weight and consequently the cost of which is greatly reduced compared to existing joints.
- Another advantage of the joint according to the invention is that the quantity of steel required is greatly reduced while providing reinforced and rectilinear sharp edges because they can be made from thin steel sheets with one edge folded over itself and cold rolled which gives it a shiny appearance and increased resistance to steel thus compressed compared to the edge of a thick sheared sheet metal with rough section or a flat rolled steel.
- the present description relates to an exemplary embodiment but other embodiments remain possible without departing from the scope of the present invention.
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE2004/0252A BE1016053A4 (fr) | 2004-05-19 | 2004-05-19 | Joint metallique allege pour surfaces en beton. |
PCT/BE2005/000073 WO2005111307A1 (fr) | 2004-05-19 | 2005-05-11 | Joint metallique allege pour surfaces en beton |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1756367A1 true EP1756367A1 (fr) | 2007-02-28 |
EP1756367B1 EP1756367B1 (fr) | 2016-06-15 |
Family
ID=34923674
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05742465.7A Not-in-force EP1756367B1 (fr) | 2004-05-19 | 2005-05-11 | Joint metallique allegé pour surfaces en beton |
Country Status (6)
Country | Link |
---|---|
US (1) | US8091306B2 (fr) |
EP (1) | EP1756367B1 (fr) |
BE (1) | BE1016053A4 (fr) |
CA (1) | CA2565724C (fr) |
WO (1) | WO2005111307A1 (fr) |
ZA (1) | ZA200609601B (fr) |
Families Citing this family (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2421049B (en) * | 2005-12-21 | 2006-11-22 | Permaban Products Ltd | Screed rail |
BE1017376A5 (fr) * | 2006-11-29 | 2008-07-01 | Coredis S A | Joint metallique permettant la dilatation entre dalles de beton. |
FI120597B (fi) * | 2008-01-21 | 2009-12-15 | Peikko Finland Oy | Betonilaataston liikuntasaumajärjestelmä |
GB0812672D0 (en) * | 2008-07-10 | 2008-08-20 | Permaban Ltd | Screed rail apparatus |
BE1018635A5 (fr) * | 2009-01-28 | 2011-05-03 | Coredis Comptoir De Representation Et De Distrib S A | Joint metallique d'arret et de dilatation pour dalles en beton. |
EP2314769B1 (fr) * | 2009-10-21 | 2013-07-24 | Plakabeton S.A. | Éléments de raccord pour dalles |
AU2010236065B2 (en) * | 2009-10-28 | 2014-02-20 | Illinois Tool Works Inc. | Edging For Concrete Slabs |
DE102009054028B4 (de) * | 2009-11-19 | 2013-01-31 | Sabine Obelode | Fugenprofil |
GB2487817B (en) * | 2010-10-28 | 2016-06-29 | Illinois Tool Works | Improvements in and in relation to metal edging for concrete slabs |
AR090164A1 (es) | 2012-02-27 | 2014-10-22 | Hengelhoef Concrete Joints Mfg Nv | Junta de expansion |
GB201203580D0 (en) * | 2012-02-29 | 2012-04-11 | Permaban Ltd | Anti-spalling edging |
GB2511729B (en) * | 2013-01-18 | 2019-04-03 | Anthony Spurrell Shaun | Floor joint apparatus |
US8677712B1 (en) * | 2013-05-17 | 2014-03-25 | William Leo Edmonds, Jr. | Thermal joint for cold storage construction |
US20150027076A1 (en) * | 2013-07-29 | 2015-01-29 | Benjamin Joseph Pimentel | Sleeve Device For Increasing Shear Capacity |
US9540775B2 (en) * | 2014-10-01 | 2017-01-10 | Power Brace LLC | Composite hoop tie for concrete |
GB201501056D0 (en) | 2015-01-22 | 2015-03-11 | Arnold Rodney M | Edge protection device |
US10132091B2 (en) | 2015-04-27 | 2018-11-20 | Robert David Wilkes, JR. | Compliant trim for concrete slabs |
DE102016106525A1 (de) * | 2016-04-08 | 2017-10-12 | Wobben Properties Gmbh | Verbindungskörper, Windenergieanlagen-Turmringsegment und Verfahren zum Verbinden von zwei Windenergieanlagen-Turmringsegmenten |
KR20200007830A (ko) * | 2017-05-19 | 2020-01-22 | 베가 빌딩 시스템즈 엘엘씨 | 적층 구조용 강 벽 프레임에서 셀룰러 콘크리트를 결합시키는 벽 모듈 |
AU2018226393A1 (en) * | 2017-10-13 | 2019-05-02 | Illinois Tool Works Inc. | Edge protection system with intersection module |
CN110905160B (zh) * | 2019-10-28 | 2021-04-02 | 北京市第三建筑工程有限公司 | 一种机库混凝土面层结构的施工方法 |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH583615A5 (fr) * | 1974-10-19 | 1977-01-14 | Honel Ag | |
US4012024A (en) * | 1976-02-03 | 1977-03-15 | Superior Concrete Accessories, Inc. | Key-joint forming divider strip with upstanding screed adapted for use with concrete slabs |
US4804292A (en) * | 1988-03-24 | 1989-02-14 | Deluca Rocco A | Expansion joint assembly and method |
BE1012984A3 (fr) * | 1998-04-29 | 2001-07-03 | Eurosteel Sa | Joint de structure pour dalles en materiau moulable. |
US6775952B2 (en) * | 2001-08-01 | 2004-08-17 | Permaban North America, Inc. | System of protecting the edges of cast-in-place concrete slab on ground, construction joints |
DE60311366T2 (de) | 2002-08-16 | 2007-11-08 | Permaban Ltd., Ivibridge | Betonbodenplatte |
-
2004
- 2004-05-19 BE BE2004/0252A patent/BE1016053A4/fr not_active IP Right Cessation
-
2005
- 2005-05-11 US US11/596,738 patent/US8091306B2/en not_active Expired - Fee Related
- 2005-05-11 EP EP05742465.7A patent/EP1756367B1/fr not_active Not-in-force
- 2005-05-11 CA CA2565724A patent/CA2565724C/fr not_active Expired - Fee Related
- 2005-05-11 WO PCT/BE2005/000073 patent/WO2005111307A1/fr active Application Filing
-
2006
- 2006-11-17 ZA ZA2006/09601A patent/ZA200609601B/en unknown
Non-Patent Citations (1)
Title |
---|
See references of WO2005111307A1 * |
Also Published As
Publication number | Publication date |
---|---|
BE1016053A4 (fr) | 2006-02-07 |
CA2565724C (fr) | 2014-03-11 |
ZA200609601B (en) | 2008-05-30 |
CA2565724A1 (fr) | 2005-11-24 |
EP1756367B1 (fr) | 2016-06-15 |
US8091306B2 (en) | 2012-01-10 |
WO2005111307A1 (fr) | 2005-11-24 |
US20090007512A1 (en) | 2009-01-08 |
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