EP1756367A1

EP1756367A1 - Lightweight metal joint for concrete surfaces

Info

Publication number: EP1756367A1
Application number: EP05742465A
Authority: EP
Inventors: Pierre Raymond Kerrels
Original assignee: Plakabeton SA
Current assignee: Plakabeton SA
Priority date: 2004-05-19
Filing date: 2005-05-11
Publication date: 2007-02-28
Anticipated expiration: 2025-05-11
Also published as: WO2005111307A1; US8091306B2; ZA200609601B; CA2565724C; CA2565724A1; US20090007512A1; EP1756367B1; BE1016053A4

Abstract

The inventive joint for concrete slabs consists of a first part (1) which is incorporated into a first slab (14), comprises a vertical wall (3) having a top edge and is provided with a sequence of pegs (5) which are arranged at the mid-height at a regular distance and horizontally extend outside the slab (14) and of a second part (2) incorporated into a second slab (15) comprising, in the top section thereof, a wall (8) having a top edge and a sequence of elements in the form of mortises (10) which extend inside the slab (15) and are disposed in front of the pegs (5) in such a way that they interact therewith. The wall edges (3, 8) terminate on the top thereof by a cold rolled fold in such a way that a top smooth surface and a sharp edge of the joint of the adjacent slabs (14, 15) are obtainable.

Description

Light metal joint for concrete surfaces.

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. To make large concrete surfaces, 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. Advantageously, 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:

- offer effective protection of the sharp edge of concrete slabs;

- guarantee a positive anchoring to avoid any risk of take-off with the slab; - allow the production of a sufficient thickness of material to avoid shearing of the slab due to weak points caused by the profile of the joint;

- allow the removal or expansion of the slabs by means such as that a tenon and mortise type interlocking, which additionally ensures leveling of the slabs. Generally, 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. For a constant thickness of the slab and in the case where the upper part of the joint should be increased for reasons of high load carrying capacity, the lower part of the joint automatically becomes insufficient and, consequently, this lower part will no longer be able to support these loads due to lack of thickness of the matrix. As a result, it is necessary to be able to have many models of joints with different heights. Another problem encountered with this type of profile is that, in the case of a limited height of the concrete slab, the minimum dimensions of the profile in the shape of an omega remains very important despite the volume of the central part (male) required. of the joint. As a result, the mass of concrete which remains in the upper part of the edge of the slab, located above the interlocking of the profile, is largely insufficient to be able to withstand normal (vertical) loads on the surface of the slab and that, consequently, this part is exposed to degradations by cracking or by spalling of the concrete. Currently, there are already joints of the genus with male and female interlocking offset downward relative to the center line of the slab to obtain a greater thickness of material above the interlocking in order to obtain increased resistance. against loads on the edges of the slabs. 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. At this point, there is only half the thickness of the concrete on each side of the male and female profile, which causes incipient fractures in the longitudinal direction of the slab. Although this joint offers good resistance against vertical loads, cracking incidences are observed at the ends of the horizontal parts of the profiles due to the fact that these joints extend continuously over the entire length of the slab while weakening the edges. concrete slabs. Indeed, the thickness or height of the concrete slabs is calculated to support maximum vertical loads but the edges of the slabs no longer have all the height necessary to support these loads given that they are interrupted over their entire length by l horizontal wing of the joint profile. Another problem with this type of joint is that it offers only limited resistance to deformation of the sharp edge of the concrete slab, given that the thickness of the profile which extends to the upper surface. remains limited to the thickness of the sheet forming the profile. It is important to use joints that provide effective reinforcement of the upper sharp edge of the concrete slabs. In general, 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. To this end, 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. To this end, the metal seal, in accordance with the present invention, is produced according to the characteristics as described in the appended claims.

In order to clearly understand the invention, an exemplary embodiment of the joint is described in the description which follows and in which reference is made to the appended drawings in which: 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.

In 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. On one of the lateral faces of the sheet 3, which is directed towards the inside of the part 1 of the joint, there are provided a series of studs 6 provided at their end with a head or enlargement 7. These studs 6 extend slightly down at an angle sufficient to allow effective attachment of part 1 in the mass of concrete. On the lower edge of this sheet 3 are welded, at regular distances, a series of tenons 5 which extend substantially horizontally on either side of the sheet 3. Below the tenons 5 is provided a second vertical sheet 4 which basically extends down to the bottom of the slab. The thickness of this sheet 4 can be less than that of sheet 3 since it only serves to separate the two adjacent concrete slabs. 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. On one of the lateral faces of the plate 8, which is directed towards the interior of the part 2, are provided, at regular distances, a series studs 12 provided at their end with a head or widening 13.

These studs 12 extend slightly downward at an angle sufficient to allow effective attachment of the part 2 in the mass of the concrete. 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. In 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. These means can be bolts or rivets 9 made of plastic. The two sheets 3 and 8 are juxtaposed and their folded upper surfaces form the sharp edge of the concrete slabs. We can also see the arrangement of the series of mortises 10, driven into the respective tenons 5 and of the studs 12. FIG. 5 is a plan view corresponding to FIG.

4 on which we can also see the internal part of the pins 5 protruding from the sheet 3 and the series of studs 6 from the first part 1. The implementation of the seals according to the invention is carried out as follows: When the seals 1, 2 are assembled as illustrated in Figure 1, concrete is poured into each section delimited by the joints

1, 2 to form a surface of concrete slabs. The concrete is poured until it arrives flush with the upper edges of the sheets 3, 8. By this time, the concrete will have flowed on either side of the separation sheet 4 and will have coated the studs 6, 12 and the pieces of the tenons 5 on the one hand of the separation and the mortises 10 on the other hand of the separation. After hardening, a joint is thus obtained as shown in FIG. 6 where we can see the edge of a first slab 14 incorporating the first part 1 of the joint and the edge of a second slab 15 incorporating the second part 2 of the joint according to the invention. In the event of narrowing, 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 α of the upper corners. The parts of the slabs located between the pieces of the tenons 5 and the mortises 10 also allow the resumption of large loads without excessive play at the joint. Indeed, these parts keep the total thickness of the slab, thus avoiding cracks and incipient fractures in the longitudinal direction as close as possible to the joint. Figure 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. For this purpose, 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 α with respect to the upper surface of the concrete. This angle α 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 α 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.

Claims

1. Joint for concrete slabs comprising means for separating the slabs (14, 15) and means allowing the horizontal displacement of the slabs with respect to each other while avoiding a vertical displacement between the edges of the slabs, the joint being constituted - a first part (1), incorporated in a first slab (14), comprising a vertical wall (3) with an upper edge and provided, towards mid-height and at regular distances, with a series of tenons (5 ) which extend horizontally towards the outside of the slab (14) and - a second part (2), incorporated in a second slab (15), comprising in its upper part a wall (8) with an upper edge and a series of mortise-shaped elements (10), which extend towards the inside of the slab (15) and which are arranged opposite the studs (5) so as to be able to cooperate with each other. characterized in that the upper edges of the walls (3, 8) terminate upwards by a cold rolled fold so as to obtain a smooth upper surface and a sharp edge of the joint of the adjacent slabs (14, 15).

2. Joint according to claim 1, characterized in that each tenon (5) extends on either side of the wall (3) so that a part extends towards the inside of the slab ( 14) and the other part extends towards the outside of the slab.

3. Joint according to claim 1, characterized in that the mortise elements (10), of the second part, has essentially a U-shape so as to create an opening (11) capable of cooperating with the corresponding pins (5) of the first part (1) of the joint.

4. Joint according to claim 3, characterized in that the mortise elements (10) are made of plastic and trapped in the concrete of the slab (15).

5. Joint according to claim 1 characterized in that the wall (3) of the first part (1) is provided with a series of anchor studs (6) in the concrete of the slab (14).

6. Joint according to claim 1, characterized in that the wall (8) of the second part (2) is provided with a series of anchor studs (12) in the concrete of the slab (15).

7. Joint according to claims 5 and 6, characterized in that the studs (6, 12) are fixed at regular distances to the walls

(3, 8) and in that they are provided, at their ends, with a widening or head (7, 13).

8. Joint according to claims 5 to 7, characterized in that the studs (6, 12) extend slightly downward to allow effective attachment in the mass of concrete.

9. Joint according to claim 1, characterized in that the first part (1) of the joint is extended downwards by a sheet (4) which extends vertically downwards, essentially up to the lower part of the slab (14).

10. Method for manufacturing a joint for concrete slabs comprising means for separating the slabs and means allowing the horizontal displacement of the slabs with respect to each other while avoiding a vertical displacement between the edges of the slabs, the joint being consisting of - a first part (1), incorporated in a first slab (14), comprising a vertical wall (3) with an upper edge and provided, towards mid-height and at regular distances, with a series of tenons ( 5) which extend horizontally towards the outside of the slab (14) and - a second part (2), incorporated in a second slab (15), comprising in its upper part a wall (8) with an edge upper and a series of mortise-shaped elements (10), which extend towards the inside of the slab (15) and which are arranged opposite studs (5) so as to be able to cooperate with each other. characterized in that the walls (3, 8) are made from steel sheets whose upper edges are folded over themselves over their entire length and then cold rolled so as to obtain a smooth upper surface and edges the joints of the adjacent slabs (14, 15).

11. Method according to claim 10, characterized in that the folded edges are cold rolled by a set of three rollers, the first of which acts in a horizontal plane (H), the second in a vertical plane (V) and the third in an oblique plane (A) located at an acute angle (β) relative to the vertical roller (V) and leaving an obtuse angle (α) relative to the upper surface of the concrete.

12. Method according to claim 10, characterized in that the folded edges undergo a hardening of the material thanks to cold rolling.