Method and apparatus for in situ forming underground panelized concrete walls with improved joint structure
AssigneeFinic, B.V.
InventorArturo L. Ressi di Cervia
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AssigneeFinic, B.V.
InventorArturo L. Ressi di Cervia
Estimating the term…
This invention relates to slurry method and apparatus for forming panelized concrete walls with a positive seal between joints. The invention is basically an improvement on the process disclosed in Veder U.S. Pat. No. 3,310,952. The slurry method or process includes the formation of a plurality of overlapping trench sections in the presence of a slurry, typically a thixotropic bentonite, with the overlapping ends between trench sections being maintained open by a hollow tubular pipe member. The joint between the concrete panels include a positive seal member bridging the gap between the adjoining panels. Portions of the positive seal members according to this invention are carried furled or folded in slots in the end stop pipe. Each furled seal portion is comprised of a vertical support bar having sealingly secured thereto a plurality of horizontally extending anchor and seal portions rigidly secured to one surface of the vertical support bar where the concrete is to be poured in a panel section. The furled positive seal member is sealingly coupled to the opposite side of the vertical support bar member and is unrolled or unfurled after the stop pipe has been removed and the next succeeding panel excavation has been performed. In this way, the positive seal remains in a protected position during the excavation for the next panel section and is then unfurled from the protected position into the slurry in the just excavated panel section.
In a method of constructing an underground concrete wall in a plurality of vertical concrete panel sections, each section being excavated in the presence of an excavating slurry for stabilizing the excavation walls, an end stop pipe being located at the end of a panel section excavation to define an overlapping area for a next adjacent consecutive slot with a vertical flexible membrane carried by said end stop pipe, the improvement comprising,
In a hollow stop end pipe for use in the slurry trench construction of a reinforced concrete wall, means forming a seal carrier in one wall of said stop end pipe, said one wall facing in the direction of concrete to be poured, the improvement comprising a plastic joint seal membrane in said carrier,
Dependencies are inferred from the claim text.