GB2151276A

GB2151276A - Expansion joint

Info

Publication number: GB2151276A
Application number: GB08429930A
Authority: GB
Inventors: Glen Bruce Mileham
Original assignee: AE PLC
Current assignee: AE PLC
Priority date: 1983-11-28
Filing date: 1984-11-27
Publication date: 1985-07-17
Also published as: DE3478320D1; EP0143644A3; GB2151276B; EP0143644B1; EP0143644A2; CA1237010A; US4615161A; AU571608B2; AU3587284A; GB8429930D0

Description

1 GB 2 151 276 A 1

SPECIFICATION

Expansion joint The present invention relates to expansion joints used in civil engineering projects and more particularly to water proof joints for bridges and the like.

Many forms of expansion joints have been proposed from simple concrete noses bridged with compressible material such as rubber, neoprene or the like which rely on adhesion to maintain their position. Other forms include complicated joints involving metal, usually steel strips with a polymeric material spanning the joint. The conventional form of such a joint comprises opposed strips of extruded steel having a longitudinal claw formation adapted to receive enlarged flange portions of the polymeric strips. The steel extrusions form part of the road surface and are welded to large steel an- chorages which are then cast in concrete. Large anchors are necessary for this system as the wheel forces of vehicles must be transmitted through them from the extrusions to the structure.

Although these joints are effective, they are very expensive and it is an object of the present invention to provide a joint which avoids the disadvantages inherent in the simple joints (such as displacement of the rubber strip) and yet has the advantages of the expensive steel joints.

According to the present invention there is provided an expansion joint for location between two portions of a structure comprising a pair of spaced elongate channel members each defining a channel, and a strip of resilient material spanning the space between the channel members, the strip having formations arranged to be received in the channels, the channel members and the strip being below the surface of the two portions of the structure. The channel members and strip are thus lo- cated below the impact zone and by reason of this location may be connected to lightweight anchorages.

Preferably, the strip is of a polymeric material and preferably, the channels have a relatively wide interior and a relatively narrow neck portion. In a prefered embodiment the channel members each comprise one or more lengths of lightweight tubing having a longitudinal slot narrower than the width of the tubing.

The openings to the channels may face generally upwards and the strip preferably has an enlarged portion at each lateral edge adapted to fit in the channels. The strip may also include a folded section extending downwards between the enlarged portions, and edges engaging the length of the portions of the structure. Thus the strip of polymeric material may include "dumbbell" formations at either end and these formations are forced into the channels.

The channels are preferably made from a suitable metal such as stainless steel which is welded or otherwise joined to anchorages in the concrete.

According to another aspect of the invention, there is provided a method of assembling a joint between two portions of a structure which cornprises: attaching a pair of channel members each defining a channel, to a series of anchorages; locating elongate plug means in the channels; spacing the channel members with a shutter; pouring concrete around and about the anchorages to a level above the level of the channel members and allowing this to set; removing the plug means and the shutter; and inserting an elongate strip of resilient material into the channels.

The invention may be carried into practice in various ways and one embodiment will now be descrided by way of example with reference to the accompanying drawings in which:

Figure 1 is a vertical transverse section through a joint in accordance with the invention, and Figure 2 is a view similar to Figure 1 showing a stage in the assembly of the joint.

As shown in Figure 1, the joint comprises a pair of elongate stainless steel tubes 14, 16 and an ex pandable neoprene strip 22. The tubes 14, 16 have anchors 18, 20 welded to them at intervals which are embedded in the concrete (or other suitable material) which forms two portions 10, 12 of the structure on either side of the joint.

The tubes 14, 16 each have a longitudinal slit 24, 26 thereby defining a neck 28, 30 and a channel 32, 34. The strip has at each edge, a bulbous portion 36, 38 which is located in its corresponding chan nel 32, 34 and a downwardly folded central region 40 to allow the two portions 10, 12 to move apart.

The outside edges 42,44 of the strip engage the sides of the portions 10,12.

Although simple forked anchors 18, 20 are shown, it will be appreciated that these may be curved or otherwise suitably shaped to engage anchorages fixed to the structure and/or embedded in the concrete portions 10, 12.

The shoulders 46, 48 of the concrete portions 10,12 are chamfered. Due to the position of the tubes 14, 16 and the strip 22 below the level of the surface of the structure, any impact forces from traffic passing over the joint are not transmitted through the sealing or anchor system as in prior art systems, but are applied directly to the struc- tu re.

Figure 2 illustrates the assembly of the joint shown in Figure 1. Anchors 18, 20 are welded at intervals along the tubes 14, 16, and a polymeric plug 46 is inserted into the channels 32, 34. A poly- styrene shutter 48 is placed in between the two parts of the structure where the joint is to be located and the plug/tube/anchor assembly is positioned over the shutter with the anchors 18,20 extending downwards. The anchors 18, 20 are op- tionally welded to anchorages in the structure.

Concrete is then poured around and about the anchors 18, 20 and the tubes 14, 16 and allowed to set to form the two structure portions 10, 12. The plug 46 is removed to expose the channels 32, 34 in the tubes 14, 16 and the shutter 48 is withdrawn leaving the tubes 14, 16 at the correct spacing. The strip 22 can then be placed in position as shown in Figure 1, though in this view, the joint is "closed" rather than in its expanded form.

2 GB 2 151 276 A 2

Claims

1. An expansion joint for location between two portions of a structure comprising a pair of spaced elongate channel members each defining a channel, and a strip of resilient material spanning the space between the channel members, the strip having formations arranged to be received in the channels, the channel members and the strip being below the surface of the two portions of the structu re.

2. An expansion joint as claimed in Claim 1 in which the strip is of a polymeric material.

3. An expansion joint as claimed in Claim 1 or Claim 2 in which the channels have a relatively wide interior and a relatively narrow neck portion.

4. An expansion joint as claimed in any preceding Claim in which the channel members each comprise one or more lengths of lightweight tub- ing having a longitudinal slot narrower than the width of the tubing.

5. An expansion joint as claimed in any preceding Claim in which the openings to the channels face generally upwards.

6. An expansion joint as claimed in any preced ing Claim in which the strip has an enlarged por tion at each lateral edge adapted to fit in the channels.

7. An expansion joint as claimed in Claim 6 in which the strip includes a folded section extending downwards between the enlarged portions.

8. An expansion joint as claimed in any preceding Claim in which the strip has edges engaging the length of the portions of the structure.

9. An expansion joint as claimed in any preceding Claim in which the channel members are joined to anchorages in the structure.

10. An expansion joint for location between two portions of a structure constructed and arranged substantially as herein specifically described with reference to as shown in the accompanying drawings.

11. A method of assembling a joint between two portions of a structure which comprises: at- taching a pair of channel members, each defining a channel, to a series of anchorages; locating elongate plug means in the channels; spacing the channel members with a shutter; pouring concrete around and about the anchorages to a level above the level of the channel members and allowing this to set; removing the plug means and the shutter; and inserting an elongate strip of resilient material into the channels.

Printed in the UK for HMSO, D8818935, 5:85. 71.02. Published by The Patent Office, 25 Southampton Buildings, London, WC2A lAY, from which copies may be obtained.