Easily renovated expansion joint for a concrete slab formwork system

Abstract

An expansion joint (1) for a concrete slab formwork system, said joint comprising first and second longitudinal elements (2, 3), arranged side-by-side in the same horizontal plane, and intended to each form an integral part with an upper and horizontal edge of a concrete slab, the first and second longitudinal elements (2, 3) comprise arrangements (5, 6, 7) opening on their upper horizontal walls and enabling at least a portion (2a, 3a) of each of the first and second longitudinal elements (2, 3) to be withdrawn for replacement thereof. The first longitudinal element (2) comprises a stack of three layers of material (2a, 2b, 2c), with an intermediate layer (2b) having a smaller width than that of the two other layers (2a, 2c) such that the first longitudinal element (2) has a U-shaped cross-section, and the second longitudinal element (3) comprises a stack of three complementary layers of material (3a, 3b, 3c), with an intermediate layer (3b) having a larger width than that of the two other layers (3a, 3c) so as to form a transverse projection that is able to fit in the recess of the U-shape of the first longitudinal element (2).

Claims

1. An expansion joint configured for placement between first and second concrete slabs positioned adjacent thereto, the expansion joint defining an air space that absorbs variations in volume of the first and second concrete slabs under an action of shrinkage, said joint incorporating first and second longitudinal segments positioned side by side in a same horizontal plane, and being configured to each be integral with an upper and horizontal edge of the first and second concrete slabs, the first longitudinal segment being secured to a vertical separation means between the first and second concrete slabs defining a vertical plane horizontally offset with respect to a vertical plane defined between the first and second longitudinal segments such that under the action of shrinkage of the first and second concrete slabs, the first and second longitudinal segments move apart from each other but still remain bearing against one of the first and second concrete slabs, the first and second longitudinal segments comprise fittings opening at upper horizontal walls of said first and second longitudinal segments, and that enable a removal of at least a removable part of each of the first and second longitudinal segments, for replacement of said removable parts; wherein the first longitudinal segment comprises a stack of three layers of material, with one intermediate layer having a smaller width than the other two layers, such that the first longitudinal segment has a U-shaped cross section, and the second longitudinal segment comprises a stack of three complementary layers of material, with one intermediate layer having a greater width than the other two layers, so as to form a transverse projection configured to fit into the hollow of the U-shaped shape of the first longitudinal segment.

2. An expansion joint according to claim 1, wherein the fittings take the form of apertures vertically traversing at least the removable part of each of the first and second longitudinal segments and rods inserted into the said apertures, with lower extremities integral with a fixed part of the expansion joint and threaded upper extremities able to accommodate tightening devices, for the removable fixation of the said removable part of each of the first and second longitudinal segments.

3. An expansion joint according to claim 1, wherein the removable parts of the first and second longitudinal segments have opposing faces incorporating complementary sinusoidal profiles.

4. An expansion joint according to claim 1, wherein at least the removable part of each of the first and second longitudinal segments is made of a polymer material, or of a composite material made from a polymer material.

5. An expansion joint according to claim 1, wherein the second longitudinal segment is composed of at least two parts secured to each other via a removable means of fixation.

6. An expansion joint according to claim 5, wherein the first longitudinal segment is secured to the vertical separation means via a removable means of fixation.

7. An expansion joint according to claim 5, wherein the first longitudinal segment is composed of at least two parts secured to each other via removable means of fixation.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) Other advantages and characteristics will come better to the fore in the description that follows, covering multiple variants of implementationwhich are provided as non-limitative examplesof the expansion joint, with reference to the appended drawings, in which:

(2) FIG. 1 is an in-perspective view illustrating one form of implementation of the expansion joint, before shrinkage of the concrete slabs;

(3) FIG. 2 is an in-perspective view similar to that in FIG. 1, after shrinkage of the concrete slabs;

(4) FIG. 3 is a transversal cross-section of the form of implementation of the expansion joint illustrated in FIG. 1, before shrinkage of the concrete slabs;

(5) FIG. 4 is a transversal cross-section of the form of implementation of the expansion joint illustrated in FIG. 2, after shrinkage of the concrete slabs.

DETAILED DESCRIPTION

(6) The described embodiments concern an expansion joint (1) for a shuttering system for concrete slabs that employs at least one vertical separation means between two adjacent concrete slabs, such as a plate, and that is used when necessary, for the pouring of the concrete, to divide the concrete slab into multiple parts, according to its surface area and its thickness, to create an air space necessary for the absorption of variations in the volume of a slabunder the action of shrinkage, for example.

(7) With reference to FIGS. 1 to 4, the expansion joint (1) incorporates first and second longitudinal segments (2, 3) positioned side by side in the same horizontal plane, being intended to each be integral with an upper and horizontal edge of a concrete slab.

(8) The first longitudinal segment (2) is preferably attached to a vertical separation means (4) between two adjacent slabs, for example a plate. The vertical separation means can be directly fixed, for example welded, under the first longitudinal segment, or the first longitudinal segment (2) can be placed on a vertical separation means already disposed between the two slabs

(9) The first and second longitudinal segments (2, 3) can be made of metal or of another material appropriate for abrading, such as a polymer or a composite material made from a polymera plastic or resin, for instance.

(10) Thus, when the expansion joint is damaged or improperly positioned, and when the longitudinal segments (2, 3) that form the upper edges of the slabs are vertically offset, shocks and jerk-like stresses occur during the passing of wheeled vehicles, giving rise to problems in the concrete and an accelerated degradation of the concrete and of the expansion joint (1).

(11) The abradable nature of the longitudinal segments (2, 3) enables the longitudinal segments (2, 3) to be levelled via an abrading operation, thereby procuring an optimal flatness of the expansion joint (1) and the concrete slabs. Therefore, the renovation of the expansion joint (1) is facilitated.

(12) The disclosed embodiments also allow one to remedy this problem through the following characteristics, considered individually or in combination with the abradable nature of the longitudinal segments (2, 3), according to which the said longitudinal segments (2, 3) incorporate fittings opening at the upper horizontal walls of the aforementioned first and second longitudinal segments (2, 3), and enable the removal of at least one part (2a, 3a) of each of the first and second longitudinal segments (2, 3), for their replacement.

(13) According to one embodiment, the first longitudinal segment (2) incorporates a stack of three layers of material, namely one upper layer (2a), one intermediate layer (2b) and one lower layer (2c). The intermediate layer (2b) has a smaller width than the upper (2a) and lower (2c) layers, such that the first longitudinal segment (2) has a U-shaped transversal cross-section.

(14) Similarly, the second longitudinal segment (3) incorporates a stack of three layers of complementary material, namely one upper layer (3a), one intermediate layer (3b), and one lower layer (3c), of which the width is greater than that of the upper (3a) and lower (3c) layers, such as to form a transverse projection capable of fitting into the hollow of the U-shaped shape of the first longitudinal segment (2) and permits the transfer of vertical loads.

(15) The upper layers (2a) and (3a) may each include a surface layer of a polymeric material as mentioned.

(16) The first and second longitudinal segments (2, 3) incorporate apertures (5) within their thickness, so as to vertically traverse all of the three layers (2a, 2b, 2c, 3a, 3b, 3c). These apertures (5) are able to accommodate the insertion of rods (6) secured to their lower extremities at fixed parts of the expansion joint (1). For example, the lower extremities of the rods (6) are welded to the lower layers (2c, 3c) of the first and second longitudinal segments (2, 3). Thee lower extremities of the rods (6) can also be secured to fixed parts of the shuttering system on which the expansion joint is mounted, without falling outside the scope of the disclosure. The upper extremities of the rods (6) are not salient from the first layers (2a, 3a) of the first and second longitudinal segments (2, 3) and are, for example, threaded so as to interoperate tightening devices (7) that secure the positioning of at least the upper layers (2a, 3a) of the first and second longitudinal segments (2, 3). Conversely, when these tightening devices (7) are unscrewed, the upper layers (2a, 3a) of the aforesaid first and second longitudinal segments (2, 3) can be extracted and replaced, notably when they are degraded or when a vertical offset giving rise to shocks and jerk-like stresses is encountered during the passing of a vehicle. Of course, the threaded rods (6) can be replaced by threaded bushes to cooperate with threaded clamping units (7) without leaving the scope of the disclosure.

(17) The width of the upper layer (2a) of the first longitudinal segment (2) is greater than the width of the upper layer (3a) of the second longitudinal segment (3), and the lower layer (2c) of the first longitudinal segment (2) is rendered integral with the vertical separating plate (4)by welding, for examplesuch that the vertical plane defined by the separating plate (4) is offset horizontally in relation to the vertical plane (P) defined between the first and second longitudinal segments (2, 3). Thus, with reference to FIGS. 2 and 4, when the concrete slabs shrink, the longitudinal segments (2, 3) move apart from each other but still remain bearing against one of the concrete slabs. The stability of the joint is optimal and the occurrence of problems such as cracks or breakages is reduced.

(18) Therefore, the disclosure concerns an expansion joint (1) incorporating first and second longitudinal segments (2, 3), with each having removable parts, notably constituted by the upper layers (2a, 3a).

(19) Other forms of implementation can be devised without falling outside the scope of the disclosed embodiments. For example, the intermediate layers (2b, 3b) and lower layers (2c, 3c) of the first and second longitudinal segments (2, 3) can form a one-piece ensemble, or else the first longitudinal segment (2) can be made as one piece fixed directly, but in a removable manner, via the same means as explained previously, onto the vertical separating plate (4), which is endowedfor examplewith a bracket-like upper edge.

(20) Thus, to ensure continuity at the separation between the two concrete slabs, the removable parts of the first and second longitudinal segments (2, 3)notably the upper layers (2a, 3a)have opposing faces with complementary sinusoidal profiles. Thus, during the passing of a vehicle, the wheels remain constantly supported by the surface of one of the adjacent slabs. This feature reduces shocks and wear inflicted on concrete slabs in close proximity to expansion joints.