US462437A - Construction of floors or walls - Google Patents
Construction of floors or walls Download PDFInfo
- Publication number
- US462437A US462437A US462437DA US462437A US 462437 A US462437 A US 462437A US 462437D A US462437D A US 462437DA US 462437 A US462437 A US 462437A
- Authority
- US
- United States
- Prior art keywords
- floor
- walls
- construction
- wall
- floors
- 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
Links
- 238000010276 construction Methods 0.000 title description 16
- 239000011449 brick Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 241001489523 Coregonus artedi Species 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 2
- 239000011396 hydraulic cement Substances 0.000 description 2
- 235000021184 main course Nutrition 0.000 description 2
- 238000009877 rendering Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 230000003313 weakening Effects 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S425/00—Plastic article or earthenware shaping or treating: apparatus
- Y10S425/13—Wire reinforce
Definitions
- PETER I-I JACKSON, OF SAN FRANCISCO, CALIFORNIA.
- My invention relates to building basement, cellar, or vault constructions.
- the object of the invention is to increase the stiffness and strength of walls or floors of buildings withoutincreasing their thickness, so that a building will remain integral as in condition of original construction, will resist tensile and compressive strain, remain erect under the weakening effects of fire, and will withstand earthquake-shocks; furthermore, to produce a construction of vault or cellar adapted for building Where the ground has been filled in or is otherwise soft and affords a poor foundation; furthermore, to produce a vault or cellar construction adapted for building where a larger surface than that inclosed by the walls of a building is required to support it, owing to the earth being soft or wet beneath and thus a poor resistant to the load above.
- the invention resides in a building or similar structure comprising a wall or floor of two surface portions, each provided with metallic ties or small beams, whereby the wall or floor is stiffened and each portion made capable of withstanding strain; furthermore, in a construction for buildings comprising a foundation, cellar, or basement wall and a floor, both the wall and the floor being provided with metallic ties or beams joined, whereby the floor alone is made to form a firm, solid, and substantial foundation for a building.
- FIG. 1 I have illustrated the invention in the acaccompauying drawing, in which the figure represents a perspective view of a wall and basement floor constructed in accordance with my invention, a portion of the concrete
- A represents afloor of a cellar or basement
- B indicates one of the walls thereof.
- Both the wall and the floor are shown as made with two surface portions, (marked, respectively, Band A,) built of hydraulic cement, concrete, orof brick, stone, or like material cemented together, and metallic ties a, I), 0, (Z, and i, embedded slightly beneath both surfaces of the wall and the floor for the purpose of resisting tensile and comprcssive strain caused by transverse pressure in eitherdirect-ion.
- the intermediate main courses of the wall and floor B and A which are of brick, stone, or the like.
- I may interpose a stratum of asphaltum or other damp-resistant substance or material for the purpose of rendering the structure dry.
- a foundation, cellar, or basement wall each surface portion of which is provided with metallic ties orbeams, which make both the surface portions capable of resisting strain, the floor extending under the wall, the metallic ties or beams of the floor contiguous to those of the walls, whereby the floor alone is made to form a firm, solid,and substantial foundation for a building, substantially as herein described.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Description
(No Model.)
P. H. JACKSON. CONSTRUCTION OF FLOORS 0R WALLS.
No. 462,437. Patented Nov. 3, 1891.
A TEIST.
is aflorne y.
UNITED STATES PATENT OFFICE.
PETER I-I. JACKSON, OF SAN FRANCISCO, CALIFORNIA.
CONSTRUCTION OF FLOORS OR WALLS.
SPECIFICATION forming part of Letters Patent No. 462,437, dated November 3, 1891.
Application filed May 21, 1889. Serial No. 311,595. (No model.)
To all whom it may concern:
Be it known that I, PETER H. JACKSON, of San Francisco, in the county of San Fran cisco and State of California, have invented certain new and useful Improvements in the Construction of Floors or \Yalls; and I hereby declare the following to be a full, clear, and exact description of the invention, such as will enable others skilled in the art to which it appertains to make and use the same.
My invention relates to building basement, cellar, or vault constructions.
The object of the invention is to increase the stiffness and strength of walls or floors of buildings withoutincreasing their thickness, so that a building will remain integral as in condition of original construction, will resist tensile and compressive strain, remain erect under the weakening effects of fire, and will withstand earthquake-shocks; furthermore, to produce a construction of vault or cellar adapted for building Where the ground has been filled in or is otherwise soft and affords a poor foundation; furthermore, to produce a vault or cellar construction adapted for building where a larger surface than that inclosed by the walls of a building is required to support it, owing to the earth being soft or wet beneath and thus a poor resistant to the load above.
\Vith these objects in view the invention resides in a building or similar structure comprising a wall or floor of two surface portions, each provided with metallic ties or small beams, whereby the wall or floor is stiffened and each portion made capable of withstanding strain; furthermore, in a construction for buildings comprising a foundation, cellar, or basement wall and a floor, both the wall and the floor being provided with metallic ties or beams joined, whereby the floor alone is made to form a firm, solid, and substantial foundation for a building.
I have illustrated the invention in the acaccompauying drawing, in which the figure represents a perspective view of a wall and basement floor constructed in accordance with my invention, a portion of the concrete In the drawing, A represents afloor of a cellar or basement, and B indicates one of the walls thereof. Both the wall and the floor are shown as made with two surface portions, (marked, respectively, Band A,) built of hydraulic cement, concrete, orof brick, stone, or like material cemented together, and metallic ties a, I), 0, (Z, and i, embedded slightly beneath both surfaces of the wall and the floor for the purpose of resisting tensile and comprcssive strain caused by transverse pressure in eitherdirect-ion. Between the surface portions of both the wall and the floor are the intermediate main courses of the wall and floor B and A, which are of brick, stone, or the like. If desired, I may interpose a stratum of asphaltum or other damp-resistant substance or material for the purpose of rendering the structure dry.
In the drawing I have shown the floor A as extending beyond the walls. This construction may be employed, if desired, though I do not wish to limit myself strictly thereto.
It is of advantage in positions where a larger surface than that inclosed by the walls is required to support it, owing to the earth being soft or wet beneath, thus affording a poor resistance to the great pressure of the weight of the building. It is advantageous that the ties or beams of the floor be attached to those of the wall, in order that the greatest strength and bracing-power maybe produced.
Having thus fully described my invention, what I claim as new, and desire to secure by Letters Patent, is
A foundation, cellar, or basement wall each surface portion of which is provided with metallic ties orbeams, which make both the surface portions capable of resisting strain, the floor extending under the wall, the metallic ties or beams of the floor contiguous to those of the walls, whereby the floor alone is made to form a firm, solid,and substantial foundation for a building, substantially as herein described.
In testimony whereof I affix my signature in presence of two witnesses.
PETER II. JACKSON.
Witnesses:
E. II. THARP, W. D. WALKER.
Publications (1)
Publication Number | Publication Date |
---|---|
US462437A true US462437A (en) | 1891-11-03 |
Family
ID=2531309
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US462437D Expired - Lifetime US462437A (en) | Construction of floors or walls |
Country Status (1)
Country | Link |
---|---|
US (1) | US462437A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20030233798A1 (en) * | 2002-06-21 | 2003-12-25 | Berkey John William | Post-tensioned, below-grade concrete foundation system |
-
0
- US US462437D patent/US462437A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20030233798A1 (en) * | 2002-06-21 | 2003-12-25 | Berkey John William | Post-tensioned, below-grade concrete foundation system |
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