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US2007498A - Method of erecting an iron frame building having deep underground floors - Google Patents

Method of erecting an iron frame building having deep underground floors Download PDF

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Publication number
US2007498A
US2007498A US588194A US58819432A US2007498A US 2007498 A US2007498 A US 2007498A US 588194 A US588194 A US 588194A US 58819432 A US58819432 A US 58819432A US 2007498 A US2007498 A US 2007498A
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Prior art keywords
erecting
iron frame
deep underground
floors
pits
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Expired - Lifetime
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US588194A
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Kida Yasuzo
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations

Definitions

  • This invention relates to a method of erecting an iron frame building having deep underground floors, and consists in first forming a plurality of pits at predetermined intervals, forming a foundation at the bottom ⁇ of each of said pits, planting a steel pier on said foundation in each pit, extending said steel pier upwardly to protrude above the ground surface while preventing any inclination of the pier by filling up the pit with earth and sand, framing frames for the second and first iioors, then excavating the area surrounded by the outermost series of said piers while forming retaining walls on the side wall of said excavated area to prevent any derangement of the soil, then framing successively the frames for underground floors, then forming the frames for remaining upper floors, and then effecting brick or concrete work in a usual manner.
  • the object of the invention is to erect iron frame buildings having deep underground floors in a simple and economical manner.
  • Figure l is a sectional View showing one of the pits on the bottom of which is planted a steel pier;
  • Figure 2 is a sectional View showing two of said pits in which piers are extended above the 30 ground surface, and with the second floor frame erected;
  • Figure 3 is a sectional View showing a portion of the soil and the frame, in which the area surrounded by outermost series of piers has 35 been excavated approximately halfway downwardly and an underground iioor frame has been erected;
  • Figure 4 is a sectional View showing a portion of the completed underground frames.
  • the earth is excavated at intervals to form a plurality of pits 3.
  • Each pit 3 is enlarged at its bottom 3', where a plurality of piles are driven into the ground in a suitable manner, and a 45 rigid foundation 4 is formed using a mixture of concrete mortar and gravels.
  • Upon said foundation 4 is planted a steel pier or beam 1.
  • the pier 1 is extended by joining other piers so as (Cl. (i1-50) to extend labove the ordinary surface of the ground, the space around the pier 'l being successively filled up with earth and sand 8 in order to prevent any inclination of the pier 1.
  • the herein described method of erecting an iron frame building having floors consisting in forming deep underground pits at spaced intervals within the outline of the base of the building, forming a foundation at the bottom of each pit, lining the pits, planting the required number of piers of predetermined length on the foundations in the pits, and while doing so simultaneously filling up the pits with material such as earth to prevent inclination of the piers, excavating the area surrounding the pits and forming the outline of the base of the building, simultaneously constructing a retaining wall in the sides of such excavation, continuing such excavation and retaining wall construction to a depth corresponding to that of the pier foundations and simultaneously forming the fram- -ings of the underground floors and removing the said pit linings and fillings.

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  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

Y. KIDA July 9, 1
METHOD OF ERECTING AN IRON FR'AM BUILDING HAVING DEEP UNDERGROUND FLOORS Fi'ied Jam. 22, 1932 d l 7. w l. f
Patented July 9, 1935 2,007,498 METHOD OF RECTING AN IRON FRAME` BUILDING HAVING FLOORS DEEP UNDERGROUND Yasuzo Kida, Tokyo, Japan Application January 22, 1932, Serial No. 588,194
1 Claim.
This invention relates to a method of erecting an iron frame building having deep underground floors, and consists in first forming a plurality of pits at predetermined intervals, forming a foundation at the bottom` of each of said pits, planting a steel pier on said foundation in each pit, extending said steel pier upwardly to protrude above the ground surface while preventing any inclination of the pier by filling up the pit with earth and sand, framing frames for the second and first iioors, then excavating the area surrounded by the outermost series of said piers while forming retaining walls on the side wall of said excavated area to prevent any derangement of the soil, then framing successively the frames for underground floors, then forming the frames for remaining upper floors, and then effecting brick or concrete work in a usual manner.
20 The object of the invention is to erect iron frame buildings having deep underground floors in a simple and economical manner.
In the accompanying drawing which illustrates this invention,
Figure l is a sectional View showing one of the pits on the bottom of which is planted a steel pier;
Figure 2 is a sectional View showing two of said pits in which piers are extended above the 30 ground surface, and with the second floor frame erected;
Figure 3 is a sectional View showing a portion of the soil and the frame, in which the area surrounded by outermost series of piers has 35 been excavated approximately halfway downwardly and an underground iioor frame has been erected; and
Figure 4 is a sectional View showing a portion of the completed underground frames.
In carrying the present invention into effect, the earth is excavated at intervals to form a plurality of pits 3. Each pit 3 is enlarged at its bottom 3', where a plurality of piles are driven into the ground in a suitable manner, and a 45 rigid foundation 4 is formed using a mixture of concrete mortar and gravels. Upon said foundation 4 is planted a steel pier or beam 1. The pier 1 is extended by joining other piers so as (Cl. (i1-50) to extend labove the ordinary surface of the ground, the space around the pier 'l being successively filled up with earth and sand 8 in order to prevent any inclination of the pier 1. Connecting the piers l erected in the above mentioned operation, beams 9 and 9' for the second and rst iioors are framed at suitable levels. Then, the area I surrounded by the outermost series of piers is excavated, and the sides of the excavated area are protected by retaining walls I0 so as to prevent any destruction by slip of the soil. As the operation of excavation proceeds the noor beams for every underground iioor Der In the drawing, 2 designates the inner wall or lining of the pits 3. plates forming said wall 2.
5 are clamps joining In practice, the usual method of sinking a well may be conveniently adopted for forming the pit 3 and enlarging the What I claim iszbottom of the pit.
The herein described method of erecting an iron frame building having floors, consisting in forming deep underground pits at spaced intervals within the outline of the base of the building, forming a foundation at the bottom of each pit, lining the pits, planting the required number of piers of predetermined length on the foundations in the pits, and while doing so simultaneously filling up the pits with material such as earth to prevent inclination of the piers, excavating the area surrounding the pits and forming the outline of the base of the building, simultaneously constructing a retaining wall in the sides of such excavation, continuing such excavation and retaining wall construction to a depth corresponding to that of the pier foundations and simultaneously forming the fram- -ings of the underground floors and removing the said pit linings and fillings.
YASUZO IHDA.
US588194A 1932-01-22 1932-01-22 Method of erecting an iron frame building having deep underground floors Expired - Lifetime US2007498A (en)

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US588194A US2007498A (en) 1932-01-22 1932-01-22 Method of erecting an iron frame building having deep underground floors

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3184893A (en) * 1960-04-11 1965-05-25 Contact Foundation Inc Contact foundation method
US3499292A (en) * 1968-12-20 1970-03-10 Marine Space Enclosures Method of making partially submerged structures
DE1634300B1 (en) * 1967-01-27 1971-03-11 Pierre Le Clercq Process for the production of a multi-storey building with a basement
US4938634A (en) * 1989-06-26 1990-07-03 Lee Yuan Ho Process for lowering basement
DE4106160A1 (en) * 1991-02-27 1992-09-03 Kunz Alfred & Co Basement construction system for existing building - erects root piles, concrete floor slab, foundation tunnels and shafts, and provides ceilings in excavated space

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3184893A (en) * 1960-04-11 1965-05-25 Contact Foundation Inc Contact foundation method
DE1634300B1 (en) * 1967-01-27 1971-03-11 Pierre Le Clercq Process for the production of a multi-storey building with a basement
US3499292A (en) * 1968-12-20 1970-03-10 Marine Space Enclosures Method of making partially submerged structures
US4938634A (en) * 1989-06-26 1990-07-03 Lee Yuan Ho Process for lowering basement
DE4106160A1 (en) * 1991-02-27 1992-09-03 Kunz Alfred & Co Basement construction system for existing building - erects root piles, concrete floor slab, foundation tunnels and shafts, and provides ceilings in excavated space

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