US191662A - Improvement in fire-proof columns - Google Patents
Improvement in fire-proof columns Download PDFInfo
- Publication number
- US191662A US191662A US191662DA US191662A US 191662 A US191662 A US 191662A US 191662D A US191662D A US 191662DA US 191662 A US191662 A US 191662A
- Authority
- US
- United States
- Prior art keywords
- fire
- gores
- improvement
- concrete
- iron
- 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
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 17
- 229910052742 iron Inorganic materials 0.000 description 7
- 239000002023 wood Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
Definitions
- the object of the present invention is to improve the column patented to us, William H. Drake and Peter B. Wight, on September 8,1874., and numbered 154,852; and the nature of the invention consists in goresfastened to the webs ot' an iron core by means of buttons which are secured to the webs by screws or other suitable. means.
- buttons are sunk beneath the surface of the gores and bear against shoulders formed a little distance vbelow the surface of the gores, and the buttons so sunk are covered with concrete or suitable Ere-proof substance, so that the iron is fully protected from the effect of fire 5' and further, in the sides of the countersunk parts being formed to slope inward as they approach thesurface ofthe gores, whereby the concrete is held firmly in place.
- the outside of the column may be disintegrated to considerable depth without permitting tire to come in contact with the iron.
- We also substitute wood for iron battens for covering the concrete in the countersunk interstices between the cores, as herein ⁇ after fully described and shown.
- Figure 1 is a horizontal section of a column constructed on our improved plan; Fig. 2, a vertical section on line :v ai, Fig. l.
- a A A represent a cruciform iron core or web, which forms 4the support for the Weight to be sustained.
- the core may, however, be constructed with three or more flanges, as the size of a column may require.
- the outer edges of the flanges are somewhat thinner than at the place of connection, but they may have a uniform thickness.
- gores are shown at C C C C, and are made of concrete or other suitable ⁇ ire-proof material.
- D represents shoulders formed on the gores, that buttons E may be placed on them to hold the gores to the web or core.
- the buttons are held against the webs by screws F tapped into their edges at suitable intervals to secure strength.
- the gores may be molded the entire length of the iron core, or they may be molded in sections. In the latter case one button may be used to secure one corner of each ot'four sections.
- the gores in the drawings are shown with inner angles at right angles, leaving spaces wedge shaped between them, to be filled by pouring in thin concrete.
- the countersunk spaces are to be filled with suitable concrete of any well-known kind to resist fire.
- Gr wood battens, which serve no purpose except to hold the concrete I in place until dry.
- the present device can be applied to iron columns now in use by attaching vertical ribs of iron to them by screws or tapping in studs, and then proceeding to fill in the gores in the same manner as though the said gores are described as applied to the iron webs, the buttous being also countersunk to the iron ribs or studs.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Description
UNITED STATES PATENT CEEICE.
WILLIAM H. DRAKE AND PETER B. WIGHT, OF CHICAGO, ILLINOIS.
IMPROVEMENT IN FIRE-PROOF COLUMNS.
Specification forming part of Letters Patent No. 191,662, dated June 5, 1877; application led May Io, 1877.
" To all whom t may concern:
Beit known that we, WILLIAM H. DEAKE and PETER B. WIGET, of Chicago, in the county of Cook and State of Illinois, have in' vented a new and useful Improvement in Fire-Proof Columns, of which the following is a specification:
The object of the present invention is to improve the column patented to us, William H. Drake and Peter B. Wight, on September 8,1874., and numbered 154,852; and the nature of the invention consists in goresfastened to the webs ot' an iron core by means of buttons which are secured to the webs by screws or other suitable. means. The buttons are sunk beneath the surface of the gores and bear against shoulders formed a little distance vbelow the surface of the gores, and the buttons so sunk are covered with concrete or suitable Ere-proof substance, so that the iron is fully protected from the effect of lire 5' and further, in the sides of the countersunk parts being formed to slope inward as they approach thesurface ofthe gores, whereby the concrete is held firmly in place. By means of this construction the outside of the column may be disintegrated to considerable depth without permitting tire to come in contact with the iron. We also substitute wood for iron battens for covering the concrete in the countersunk interstices between the cores, as herein` after fully described and shown.
In' the drawings, Figure 1 is a horizontal section of a column constructed on our improved plan; Fig. 2, a vertical section on line :v ai, Fig. l.
A A A A represent a cruciform iron core or web, which forms 4the support for the Weight to be sustained. The core may, however, be constructed with three or more flanges, as the size of a column may require. The outer edges of the flanges are somewhat thinner than at the place of connection, but they may have a uniform thickness. The
gores are shown at C C C C, and are made of concrete or other suitable {ire-proof material. D represents shoulders formed on the gores, that buttons E may be placed on them to hold the gores to the web or core. The buttons are held against the webs by screws F tapped into their edges at suitable intervals to secure strength.
In practice, the gores may be molded the entire length of the iron core, or they may be molded in sections. In the latter case one button may be used to secure one corner of each ot'four sections.
The gores in the drawings are shown with inner angles at right angles, leaving spaces wedge shaped between them, to be filled by pouring in thin concrete. The countersunk spaces are to be filled with suitable concrete of any well-known kind to resist fire.
Gr represents wood battens, which serve no purpose except to hold the concrete I in place until dry.
The present device can be applied to iron columns now in use by attaching vertical ribs of iron to them by screws or tapping in studs, and then proceeding to fill in the gores in the same manner as though the said gores are described as applied to the iron webs, the buttous being also countersunk to the iron ribs or studs.
We claim as newl. The buttons, couutersunk below the surface ofthe concrete gores C, and having bearing on shoulders D, as and for the purpose set forth.
2. The inclined sided recesses J in a composition column for supporting the concrete I, as specified.
WILLIAM H. DEAKE. PETER B. WIGHT.
Y Witnesses:
G. L. GEAPIN, W. G. WILLIAMsoN.
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US191662A true US191662A (en) | 1877-06-05 |
Family
ID=2261069
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US191662D Expired - Lifetime US191662A (en) | Improvement in fire-proof columns |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US191662A (en) |
-
0
- US US191662D patent/US191662A/en not_active Expired - Lifetime
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US965595A (en) | Wall-furring. | |
| US716628A (en) | Fireproof flooring. | |
| US2106390A (en) | Building board | |
| US1394550A (en) | Concrete building-slab | |
| US873739A (en) | Reinforced interlocking concrete wall. | |
| US34290A (en) | Improvement in construction of walls of buildings | |
| US1970309A (en) | Floor and ceiling | |
| US2682939A (en) | Building structure | |
| US2008672A (en) | Building construction | |
| US113787A (en) | Improvement in water-proof- floors | |
| US902204A (en) | Concrete construction. | |
| US1190977A (en) | Portable concrete-mold. | |
| US704933A (en) | Building construction. | |
| US318196A (en) | Lewis a | |
| US868999A (en) | Wall construction. | |
| US1409246A (en) | Plastic building construction | |
| US386976A (en) | Beam-end protector | |
| US999286A (en) | Composite floor construction. | |
| US556375A (en) | Fireproof building | |
| US612365A (en) | Construction of buildings | |
| US1115344A (en) | Reinforced-concrete floor construction. | |
| US154188A (en) | Improvement in wooden houses | |
| US389914A (en) | Frank t | |
| US312464A (en) | Method of constructing hollow brick walls | |
| US462437A (en) | Construction of floors or walls |