Method and apparatus for installing a helical pier with pressuri

Hydraulic and earth engineering – Foundation – Columnar structure

Patent

Rate now

  [ 0.00 ] – not rated yet Voters 0   Comments 0

Details

405232, 405244, 405233, F02D 544

Patent

active

055755933

ABSTRACT:
A method and apparatus used to increase the stiffness characteristic of soil to improve its ability to support a structures and to provide a tie-back anchoring force. The apparatus includes an anchor having helixes thereon is rotated into the ground. The helical anchor is hollow and includes multiple perforated holes along its length and about its perimeter. Once, the anchor is drilled into the ground, pressurized grout is injected therein. The grout is forced through the helical anchor and out through the perforated holes. The grout fills any voids along the sides of the anchor and stiffens the surrounding soil. Once the grout hardens, it may be used in a tie-back application or to support new and old construction or the like. The grout surrounding the anchor increases its lateral support and prevents deflection thereof.

REFERENCES:
patent: 1093262 (1914-04-01), Goldsborough
patent: 1270659 (1918-06-01), Ravier
patent: 2412239 (1946-12-01), Weber
patent: 2924948 (1960-02-01), Mueller
patent: 3243962 (1966-04-01), Ratliff
patent: 3738071 (1973-06-01), Finsterwalder
patent: 3786641 (1974-01-01), Turzillo
patent: 3802208 (1974-04-01), Granholm et al.
patent: 3842608 (1974-10-01), Turzillo
patent: 3962879 (1976-06-01), Tvrzillo
patent: 3999391 (1976-12-01), Meredith
patent: 4533279 (1985-08-01), vanden Elzen et al.
patent: 4634319 (1987-01-01), May
patent: 4659259 (1987-04-01), Reed et al.
patent: 4678373 (1987-07-01), Lagenbach, Jr.
patent: 4718791 (1988-01-01), Weatherby
patent: 4800700 (1989-01-01), May
patent: 4830544 (1989-05-01), Anderson, Jr.
patent: 4854782 (1989-08-01), May
patent: 4907916 (1990-03-01), Hartman
patent: 5011336 (1991-04-01), Hamilton et al.
patent: 5120163 (1992-06-01), Holdeman et al.
patent: 5139368 (1992-08-01), Hamilton et al.
patent: 5171107 (1992-12-01), Hamilton et al.
patent: 5213448 (1993-05-01), Seider et al.
"Correlations for Design of Laterally Loaded Piles on Soft Clay" by Hudson Matlock, The U. of Texas at Austin, Offshore Technology Conference, Houston, Texas, Apr. 22-24, 1970.
"Analysis of Laterally Loaded Piles in Sand" by Lymon C. Reese et al., Offshore Technology Conference, Houston, Texas, May 6-8, 1974.
"Soil Response for Laterally Loaded Piles", by Kenneth E. Tand.
"Lateral Resistance of Piles in Cohesive Soils", by Bengt B. Broms, Journal of the Soil Mechanics and Foundations Division, Mar., 1964.
"Lateral Response of Piles", by William R. Spillers and Robert D. Stoll, Journal of the Soil Mechanics and Foundations Division, Nov. 1964.
"Behavior of Laterally Loaded Piles: II--Pile Groups", by Harry G. Poulos, Journal of the Soil Mechanics and Foundations Division, May, 1971.
"Earth Forces on Anchors".

LandOfFree

Say what you really think

Search LandOfFree.com for the USA inventors and patents. Rate them and share your experience with other people.

Rating

Method and apparatus for installing a helical pier with pressuri does not yet have a rating. At this time, there are no reviews or comments for this patent.

If you have personal experience with Method and apparatus for installing a helical pier with pressuri, we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Method and apparatus for installing a helical pier with pressuri will most certainly appreciate the feedback.

Rate now

     

Profile ID: LFUS-PAI-O-536106

  Search
All data on this website is collected from public sources. Our data reflects the most accurate information available at the time of publication.