Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
GB8006/29A
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by IndividualfiledCriticalIndividual
Publication of GB307799ApublicationCriticalpatent/GB307799A/en
E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
Abstract
307,799. Weber, C. March 13, 1928, [Convention date]. Slabs for retaining walls.-Concrete slabs 5, Fig. 1, are set between spaced piles 7, which are enclosed in recesses in the interlocking ends 4 of the slabs; these recesses are then filled with concrete 8. The piles 7 shown are old rails. In a deep wall, two rows of slabs may be used, the upper edges of the lower row being bonded to the lower edges of the upper row by a concrete " look " or rod 17, Fig. 6. The lower row is supported by inverted V-shaped hangers 18 on caps 19 on the piles 7; these cups receive the anchor bolts.
GB8006/29A1928-03-131929-03-12Improvements in and relating to sea and other retaining walls, dams, and like structures
ExpiredGB307799A
(en)