This invention relates to the installation of expansion joints to absorb the expansion and contraction of sections of concrete slabs utilized in the construction of sidewalks, streets and walkways, and other structures constructed of concrete, and which are subject to expansion and contraction due to warming and cooling through seasonal variation or due to other heat sources.
Expansion joints are widely used in construction to absorb vibration or to allow movement due to ground settlement, earthquakes or the normal warming and cooling caused by seasonal variation. Typically, a concrete walkway or road comprises a series of slabs poured in side-by-side or end-to-end relationship. Initially, the slabs are separately poured in spaced relationship to present a first slab spaced from a second slab to present an unpoured section between each successive pair of cured slabs. Once the initially poured series of spaced sections have set, expansion joints are added and the remaining sections are poured to provide a continuous walkway or roadway.
As is conventional, expansion joints are provided between each pair of adjacent slab sections and may comprise a variety of different types of materials, such as recycled rubber from tires, a fibrous material such as wood, or other types of material capable of presenting an expansion joint that will expand and contract as the slabs expand and contract in response to temperature changes, or due to movement along a roadway for example such as a road or a bridge. Various materials, such as strips of recycled rubber may provide an expansion joint between adjacent sections to compensate for expansion of the adjacent slabs. However, expansion joints installed at the time that the concrete is poured must be held in place against the previously poured slab until the unpoured section is partially filled, often requiring that a workman at the site physically hold a strip of material such as recycled rubber against the edge of the existing, cured slab until concrete fills the adjacent unpoured section sufficiently to hold the expansion joint in place. This subjects the worker to possible back or knee injury or injury to the eyes due to significant time of exposure in close proximity to the hot, poured concrete.
In an embodiment of the present invention the aforementioned problem is addressed by providing an expansion joint holder which is installed on the exposed edge of the existing slab and may be left in place without the attendance of a workman, and thereafter removed once the adjacent, unpoured section is filled with concrete and holds the expansion joint in place. The holder employs teeth that releasably grip the expansion joint, and is provided with an upstanding handle so that the holder is easily installed and subsequently removed once the poured concrete is sufficiently set.
Other advantages of this invention will become apparent from the following description taken in connection with the accompanying drawings, wherein is set forth by way of illustration and example, an embodiment of the present invention.
Referring initially to
More particularly, with reference to
It may be appreciated that the joint holder 16 may be readily grasped by the handle 20 and placed on the slab in engagement with expansion joint 14 by grasping the handle 20 and installing the joint holder 16 by inserting the depending endplate 24 into the unpoured section of concrete 12, and then manually shifting the joint holder 16 to the left (as viewed in
Referring to
It should be understood that while certain forms of this invention have been illustrated and described, it is not limited thereto except insofar as such limitations are included in the following claims.
This application claims the benefit of a prior filed, co-pending provisional application No. 61/389,005, filed Oct. 1, 2010, entitled EXPANSION JOINT HOLDER.
Number | Date | Country | |
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61389005 | Oct 2010 | US |