GB104691A - Improvement in Method of Providing Substructures for Structures. - Google Patents
Improvement in Method of Providing Substructures for Structures.Info
- Publication number
- GB104691A GB104691A GB3489/17A GB348917A GB104691A GB 104691 A GB104691 A GB 104691A GB 3489/17 A GB3489/17 A GB 3489/17A GB 348917 A GB348917 A GB 348917A GB 104691 A GB104691 A GB 104691A
- Authority
- GB
- United Kingdom
- Prior art keywords
- concrete
- pile
- footings
- grillage
- filled
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/48—Foundations inserted underneath existing buildings or constructions
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Foundations (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
104,691. White, L. March 10, 1916, [Convention date]. Piles, driving.-A structure is underpinned by removing the soil down to the level of the slab footings of the existing piers 1, and then enclosing the footings in a grillage frame formed of girders 3, 5, which may be dowelled to the footings. The frame is then filled with, and embedded in, concrete 6, and a pit is dug between the piers and under the concrete. Pile tubes 7 in sectional lengths are next driven by an hydraulic jack 8, which bears on the grillage, each pile being subjected to a pressure in excess of its normal proportion of the permanent load. While this pressure is maintained on the pile, the interior thereof is excavated and filled with concrete; struts 14 are inserted and wedged against the grillage until the load is transferred from the jack to the pile. When all the piles have been driven and loaded in this manner, the pit is filled up with concrete to enclose the struts. A foundation for a building in course of erection may be formed in a similar manner.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US104691XA | 1916-03-10 | 1916-03-10 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB104691A true GB104691A (en) | 1918-03-11 |
Family
ID=32296084
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB3489/17A Expired GB104691A (en) | 1916-03-10 | 1917-03-09 | Improvement in Method of Providing Substructures for Structures. |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB104691A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2205121A (en) * | 1987-05-28 | 1988-11-30 | Roxbury Ltd | Underpinning buildings by using, in situ, cast piles |
GB2495304A (en) * | 2011-10-05 | 2013-04-10 | Francis & Lewis Internat Ltd | Grillage installation apparatus and method |
CN108978673A (en) * | 2018-07-23 | 2018-12-11 | 河南工业大学 | A kind of foundation pit supporting construction and construction method of viaduct pile foundation underpinning |
-
1917
- 1917-03-09 GB GB3489/17A patent/GB104691A/en not_active Expired
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2205121A (en) * | 1987-05-28 | 1988-11-30 | Roxbury Ltd | Underpinning buildings by using, in situ, cast piles |
GB2495304A (en) * | 2011-10-05 | 2013-04-10 | Francis & Lewis Internat Ltd | Grillage installation apparatus and method |
CN108978673A (en) * | 2018-07-23 | 2018-12-11 | 河南工业大学 | A kind of foundation pit supporting construction and construction method of viaduct pile foundation underpinning |
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