US2187316A - Bearing pile construction - Google Patents
Bearing pile construction Download PDFInfo
- Publication number
- US2187316A US2187316A US242085A US24208538A US2187316A US 2187316 A US2187316 A US 2187316A US 242085 A US242085 A US 242085A US 24208538 A US24208538 A US 24208538A US 2187316 A US2187316 A US 2187316A
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- US
- United States
- Prior art keywords
- bearing pile
- pile
- enlargement
- pile construction
- spaced
- Prior art date
- 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 - Lifetime
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
Definitions
- a steel bearing pile having an H or Lshaped i Figure 5 isa section online V-V of Figurel ⁇ cross section, spaced openings formed ⁇ in the
- the numeral 2 ⁇ represents the ⁇ Webof said bearing pile throughout that por* main body portion of the bearing pile and com- ⁇ tionof the pile which is in firm load carrying 0 prises ⁇ a conventional typeinetal HI or I-shaped soil, a tapered concrete enlargement .formed on 3.o member .extendingdownf ⁇ through the water and said portion," ⁇ said enlargement tapering grad. mudintothe stratum of rm soil.
- y tapered concrete enlargement ⁇ at spaced inter-.40 v This tapered enlargement 3 surrounds the vals from @ooh other, ⁇ and spaced from ands-urmain body portion 2fof lthe pile for that portion rounding said H or Ieshaped member, and cross "of the lengthof said ⁇ pi1e ⁇ engaging rm soil with members extending through said ⁇ openings the taper of the enlargement decreasing in size formed in the web and connected to said iii-st g from its top downward toward the point of said p mentioned reonforoine members: p pile. y l l GERALDG. GREUIJCH.
Description
Jan. 16, 1940'.
y G. G. GREULlcH BEARING PILE CONSTRUCTION Filed Nqv. 25, 1938 [meida: 67E-BAIL@ @e uz. MH,
M yUN ITE D STATES rATENT o OFM@ y f BEARING PILE CONSTRUCTION f Gerald G. `cfnrmlf-11,Mount Lebanon. Pa. f Application November 23, 1938, Serial No.`242,085 4llclaim.` (Cl. Glo-53) o N This `"invention relates to the application l of throughout its lengthivthsquareeshaped metalf enlargements to the normal bearing pile section lic members 5 embedded within` the concrete ad only in that portion `of `the pile which is in firm jacent the outer faces thereof and cross-rnembers` `load-carrying` soil. l t E extending through apertures ".lformedinthe 5r `An object of this invention relatestoapplying web 8 of the H or I-shaped member at spaced 5 `an `enlarg`e`mentto the body of theA bearing pile intervals. These cross-members (i are bent which is ltapered and increases in` Width and size around or secured, in any-conventional manner,
toward its upper end.` l l as indicated at '9 .to the spaced `sides ofsaidA Another object of this inventionlis to provide metallic Vmembers 5. i 10`` angH or I-shaped member vvithftapered enlarge- `From the foregoing construction, it will be 10 mentsso that the'pile'will develophigh load cal seen that the tapered enlargement completely` pacites in clay or cohering soil; j surrounds the H or I-shaped `member and is Other objects and advantages, willI become provided with reenforcing fmembers, spaced `apparent as the description proceeds* `and vrefe throughout; itslength as desired, with said re ll erence is hadto the accompanying drawing, in` enforcing members spaced from and completely 15 which: l v `encircling"saidmember 2 and connected Withv Figure 1 is an elevationallview showing aconreenforcing cross-members which pass/through Veritonal metal H or Ishaped pile extending `the Webof said H or I-shapedmember. i
"down through the Water and mud into `firm soil While I have shown andV described `a speeiiic E and havingthe reenforc'ed tapered enlargement-embodiment of `the present.invention,` itwill be2@ [extending ,on all four` sidesfoffthe beam; l l seen that I doV not `Wish to be limited exactly Figure V2 is an elevation` at right angles to` thereto, since various modifications may be made "Figure `1; 1` l, w Without'departing from thescope of the speci- Figure 3 is a sectiononfl' e`1II``III of Figure 1l; ilcation, as dened by the following claim z' l l Figure 4 is a section on line IV-IV of Figure 1; I claim:
andy M L i A steel bearing pile having an H or Lshaped i Figure 5isa section online V-V of Figurel` cross section, spaced openings formed `in the In the drawing, the numeral 2`represents the `Webof said bearing pile throughout that por* main body portion of the bearing pile and com-` tionof the pile which is in firm load carrying 0 prises `a conventional typeinetal HI or I-shaped soil, a tapered concrete enlargement .formed on 3.o member .extendingdownf` through the water and said portion,"` said enlargement tapering grad. mudintothe stratum of rm soil. i ually fromits top to its bottom to provide a On that portion of the rn'ainbody of the beargreater cross `sectional area at the top than at ingpile which penetrates the firm soilfstratum,` its.` bottom. portion ,with the `f-:nlargement `exy l there is provided a reenforced concrete "tapered tending outwardly beyond the outer faces of the 3f,
The tapered enlargement reenforced
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US242085A US2187316A (en) | 1938-11-23 | 1938-11-23 | Bearing pile construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US242085A US2187316A (en) | 1938-11-23 | 1938-11-23 | Bearing pile construction |
Publications (1)
Publication Number | Publication Date |
---|---|
US2187316A true US2187316A (en) | 1940-01-16 |
Family
ID=22913380
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US242085A Expired - Lifetime US2187316A (en) | 1938-11-23 | 1938-11-23 | Bearing pile construction |
Country Status (1)
Country | Link |
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US (1) | US2187316A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2620633A (en) * | 1948-07-26 | 1952-12-09 | Ben C Gerwick Inc | Pile construction |
DE2153334A1 (en) * | 1970-10-28 | 1972-05-04 | Shell Internationale Research Maatschappij N.V., Den Haag (Niederlande) | Pile or similar vertical foundation element |
US3751931A (en) * | 1972-03-17 | 1973-08-14 | S Merjan | Piling |
US3992272A (en) * | 1975-05-29 | 1976-11-16 | Continental Oil Company | Submerged offshore platform joint protection |
US4349298A (en) * | 1980-01-24 | 1982-09-14 | Kruse William E | Wedge-forming pile |
US4543015A (en) * | 1983-09-14 | 1985-09-24 | Kruse William E | Pile having wedge former |
US20180216305A1 (en) * | 2014-11-11 | 2018-08-02 | Takao Nakano | Method for burying precast pile |
-
1938
- 1938-11-23 US US242085A patent/US2187316A/en not_active Expired - Lifetime
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2620633A (en) * | 1948-07-26 | 1952-12-09 | Ben C Gerwick Inc | Pile construction |
DE2153334A1 (en) * | 1970-10-28 | 1972-05-04 | Shell Internationale Research Maatschappij N.V., Den Haag (Niederlande) | Pile or similar vertical foundation element |
US3751931A (en) * | 1972-03-17 | 1973-08-14 | S Merjan | Piling |
US3992272A (en) * | 1975-05-29 | 1976-11-16 | Continental Oil Company | Submerged offshore platform joint protection |
US4349298A (en) * | 1980-01-24 | 1982-09-14 | Kruse William E | Wedge-forming pile |
US4543015A (en) * | 1983-09-14 | 1985-09-24 | Kruse William E | Pile having wedge former |
US20180216305A1 (en) * | 2014-11-11 | 2018-08-02 | Takao Nakano | Method for burying precast pile |
US10480145B2 (en) * | 2014-11-11 | 2019-11-19 | Takao Nakano | Method for burying precast pile |
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