US727187A - Construction of fireproof floors, &c. - Google Patents
Construction of fireproof floors, &c. Download PDFInfo
- Publication number
- US727187A US727187A US6311401A US1901063114A US727187A US 727187 A US727187 A US 727187A US 6311401 A US6311401 A US 6311401A US 1901063114 A US1901063114 A US 1901063114A US 727187 A US727187 A US 727187A
- Authority
- US
- United States
- Prior art keywords
- construction
- ribs
- girders
- fireproof
- 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
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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
Definitions
- My invention relates to new and useful improvements in the construction of reproof floors and similar structures; and the object thereof is to improve the construction now employed and reduce the cost thereof.
- the space between the I beams or girders which support the load is built in withsome sort of reproof material, such as concrete.
- the fireproof material has little or no strength in itself and merely increases the loadkcarried by the Agirders.
- my improved construction I substitute for the heavy load of fireproof material carried between the girders a comparatively light metallic structure. By means of this construction not only is the load carried by the girders decreased, but the ioors do not require as much vertical height as with the ordinary construction, thus saving wall-space.
- Figure 1 is a View taken at right angles to Fig. 2, showing the girders in cross-section and the U -shaped ribs in side elevation.
- Fig. 2 is a View taken at right angles to Fig. 2, showing the girders in cross-section and the U -shaped ribs in side elevation.
- FIG. 2 is a sectional view through a door, showing f the U-shaped ribs and the cover-platesin cross-section.
- l designates thev ordinary I-girders, upon which the floor is supported.
- ribs which are U-shaped in cross-section and whichare suitably fastened" to and supported upon the I-girders. "As I have shown these ribs they consist of a bottom part Sandl sides 4: 4,"which are substantially at right angles to the bottom, and these sides are preferably given a are at the top,
- these ribs are arched, as shown, to increase their carrying power. Spanning the space between the U-shaped ribs are the plates 7. The plates 7 have their side edges 8 turned down toengage with the open side of the U-shaped ribs. When in position, the downturned edges 8 fit snugly against the sides 4 of the U-shaped ribs. These spanning-plates are arched in the direction of their length when they are used in connection with arch-shaped ribs.
- the space in the U -shaped ribs between the ends of the coverplates is preferably filled with concrete 9 or other fireproof material.
- This concrete may .be andlpreferably is extended y over practicallythe entiresurface of th'ecover-plates, so as to present a smooth surface to lay the door upon.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Description
'PATENTED MAY 5, 1,903.v
j T. A. NAYLOR.
GONSTRUGTION 0F FIREPROOP FLopRsl,` w.
APPL-IOTION FILED JUNE 4, 1901.
H0` MODEL.
UNrrED STATES Patented May 5, 1903.
`Afri-nvr OFFICE.
'IHOMAS A. NAYLOR, OF BALTIMORE, MARYLAND, ASSIGNOR, BY MESNE ASSIGNMENTS, TO RAILWAY STEEL SFRING COMPANY, A CORPORA- TION.
CONSTRUCTION OF FIREPROOF FLOORS, 80C.
SPECIFICATION forming pm of Letters Patent Natexis?, dated May 5, 19013. applicati@ sied June 4, 1901. 'sriaiumeallh No model.) p
To all whom, it muy concern:
Be it known that I, THOMAS A. NAYLOR, a citizen of the United States Vof America, and a resident of 1116 Park avenue, city of Baltimore, State of Maryland, have invented certain new and useful Improvements in the Construction of Fireproof FloorsA and Similar Structures, of which the following is a specification.
My invention relates to new and useful improvements in the construction of reproof floors and similar structures; and the object thereof is to improve the construction now employed and reduce the cost thereof. In the system of building now commonly employed the space between the I beams or girders which support the load is built in withsome sort of reproof material, such as concrete. The fireproof material has little or no strength in itself and merely increases the loadkcarried by the Agirders. In`V my improved construction I substitute for the heavy load of fireproof material carried between the girders a comparatively light metallic structure. By means of this construction not only is the load carried by the girders decreased, but the ioors do not require as much vertical height as with the ordinary construction, thus saving wall-space.
Referring to the drawings, in which like characters of reference note corresponding parts, Figure 1 is a View taken at right angles to Fig. 2, showing the girders in cross-section and the U -shaped ribs in side elevation. Fig.
2 is a sectional view through a door, showing f the U-shaped ribs and the cover-platesin cross-section.
l designates thev ordinary I-girders, upon which the floor is supported.
2 designates ribs, which are U-shaped in cross-section and whichare suitably fastened" to and supported upon the I-girders. "As I have shown these ribs they consist of a bottom part Sandl sides 4: 4,"which are substantially at right angles to the bottom, and these sides are preferably given a are at the top,
-be found desirable.
as shown at 5. I wishit to be understood, however, that I do not desire to be limited to this particular shape of rib, and while I deem it the best shape it could be varied widely Without departing from my invention. Preferably these ribs are arched, as shown, to increase their carrying power. Spanning the space between the U-shaped ribs are the plates 7. The plates 7 have their side edges 8 turned down toengage with the open side of the U-shaped ribs. When in position, the downturned edges 8 fit snugly against the sides 4 of the U-shaped ribs. These spanning-plates are arched in the direction of their length when they are used in connection with arch-shaped ribs. The space in the U -shaped ribs between the ends of the coverplates is preferably filled with concrete 9 or other fireproof material. j This concrete may .be andlpreferably is extended y over practicallythe entiresurface of th'ecover-plates, so as to present a smooth surface to lay the door upon. By this construction it will be seen that the entire weight of the floor rests directly on the U-shaped ribs. These ribs -are only supported'at their end by the I-girders, and these ribs must therefore be necessarily made of suffi-cient strength to withstand any strain that may be put upon them.
While I have shown and described what I deem to be the preferred form of my invention, it is to be understood that many changes could be made therein without departing from the spirit of my invention.
While I have described this construction in connection with ireproof floors, I desire it to be understood that the construction is applicable to decks of vessels, arches of sewers, roofs for tunnels or buildingssidewfalks over vaults, or in any other place where-it might Having thus describedmy invention, what I claim as new, and desire'to secure by Letters Patent, is
In a ioor construction the combination with girders of two series of arched ribs, arching the space between the girders, one series bethe Whole Siirface above the arch being filled ingconcaveincross-section, and beinglocated and covered with concrete. :o parallel to each other, the concave surface Signed by me at city of Baltimore, State forming the upper surface of the arch, the secof Maryland, this 13th day of May, 1901.
ond series of arched ribs being also concave THOMAS A. NAYLOR. in cross-section, the concave surface forming Witnesses: the under side of the arch, the two series of CHARLES H. MILLIKIN,
arched ribs interlocking with each other, and W. W. POWELL.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US6311401A US727187A (en) | 1901-06-04 | 1901-06-04 | Construction of fireproof floors, &c. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US6311401A US727187A (en) | 1901-06-04 | 1901-06-04 | Construction of fireproof floors, &c. |
Publications (1)
Publication Number | Publication Date |
---|---|
US727187A true US727187A (en) | 1903-05-05 |
Family
ID=2795697
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US6311401A Expired - Lifetime US727187A (en) | 1901-06-04 | 1901-06-04 | Construction of fireproof floors, &c. |
Country Status (1)
Country | Link |
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US (1) | US727187A (en) |
-
1901
- 1901-06-04 US US6311401A patent/US727187A/en not_active Expired - Lifetime
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