US722460A - Fireproof construction. - Google Patents

Description

PATENTED MAR. 10, 1903. G. A. SOHILLINGER. FIREPROOF CONSTRUCTION. APPLIoATIoN FILED MAY 2.o, 1901.

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anni' c. is mams PETERS cn. PHoTuLn-Hu wnsnmsmu u No. 722,460. PATENTED MAR. 10, 1903. Gr. A. SGHILLINGER.

PIREPRDOF CONSTRUCTION. APPLIoATIoN FILED MAY 2o, 1901.

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Tu: Nonms PETERS co. Fumo-mma., WASHINGTON. u. c,

PATENTED 41szIAR .`1o, 190s.

G. A. SGHILLINGER. FIREPROOF CONSTRUCTION.

APPLICATION FILED MA-Y 20, 190].. 'B0 HODBL. 4 SHEETS-SHEET 3.

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No. 722,460.' PATENTBD MAR. 1o, 1903.

G. A. SGHILLINGER.

PIRBPROOP CONSTRUCTION.

APPLICATION FILED MAY 20, 1901.

4 SHEETS-SHEET 4.

H0 IIODEL.

UNITED STATES PATENT OEEICE..

GUSTAv A. SOI-IILLINGEE, OE OI-IIOAGO, ILLINOIS, ASSIGNOR TO JONES NATIONAL FENCE COMPANY, OE COLUMBUS, OHIO, A CORPORATION OF OHIO.

FIREPROO'E CONSTRUCTION.

.SPECIFICATION forming part of Letters Patent No. 722460, dated March 1o, 1903.

Application nea May zo, 1901'.

Seriana. 61,141. (No man.)

cation, reference being had to the accompany-- ing drawings, and to the letters of reference marked thereon, which form a part thereof.

This invention relates to a iireproof construction and as shown more particularly in relation to a iireproof floorl and ceiling 'con'- struction, though adaptable for many other purposes.

The invention has forits object a construction at once reproof, light, and strong and of great rigidity-and durability as compared with some constructions heretofore used.

The invention embraces many novel features; and it consists of the matters hereinafter describe d,and more fully pointed out and defined in the appended claims.

In the drawings, Figure 1 is a fragmentary plan view of one form of netting embodied v Fig. 2 is a vertical section in my invention.

Fig. 3 is a verof one form of my invention.

tical section of another form of my invention.`

Fig. 4 is a fragmentary plan View of another form of netting embodied in my invention. Fig. 5 is a plan view of one of the junctionplates for the netting illustrated in Fig. 4 before the lugs are bent up. Fig. 6 is a section taken on line 7 7 of Fig. 4. Fig. 7 is a section taken on line 8 8 of Fig. 4.A Fig. 8 is a plan view of a blank for a clip embodied in my invention. Fig. 9 is'a side elevationof the same completed. Fig. 10 Yis a plan View of a floor and ceiling construction embodying my invention. Fig. 11 is a vertical section of the same. Fig. 12 is a fragmentary plan view of a door and ceiling construction embodying my invention adapted for thermal insulation. Fig. 13 is a vertical section of the same. Fig. 14 is a plan view of a blank for another form of clip. Fig. 15 is a vertical section of the same completed. Fig. 16 is a fragmentary Side elevation of a column constructed in accordance with my invention. Fig. 17 is a transverse section of the same.

desired form of reticulated material. netting Inay be constructed of rods or large In carrying out the invention and describing the same first in connection with a ioor and ceiling construction, A indicates I-beams of ordinary form supported in the usual manner in the Wall of abuilding on posts or in any desired manner. Across the tops of the V'1I-beams are laid carrying-rods B,` which are bent attheirends, forming hooks which embrace the upper oppositely-directed flange of adjacent I-beams. The I-beams throughout the entire Width and length of the building are so connected at suitable distances apart by meansv of said carrying-rods, upon which arelaid stri-ps or sheets of wire-netting, similar to that illustrated in Figs. 1 and 4, or other Said wires C, some of which lie across the carry- -ing-rods and act to distribute pressures from above. In the form of netting illustrated in Fig. 1 the netting is composed of longitudinal and transverse wires C and O2, both of which Vare bent at their point of crossing and are laced through washer-like disks C3, which lie over the transverse wires O2 and under the longitudinal wires C'. YIn the form illustrated in Fig. 4 disks C4 of metal are provided at the intersections of said wires, saiddisks having diametrically Opposite lugs c o, which are apertured and turned up and through which the longitudinal wires C pass over the transverse wires C2, as shownV in Figs. 6 and 7. When the metallic supporting-framework is thus prepared, the I-beams may be incased on their under sides with the usual board mold, and concrete may be lilled therein and tamped to fill the spaces between beams and. packed solidly around the carrying-rods B and into the meshes of the netting. When the concrete hardens, the molds may be removed and a l facing coat of cement or asphalt or other material spread on the under surfaoeor ceiling side of the concrete and the upper surface finished to form a floor.

In the form illustrated in Figs. 1 and 2 a plane ceiling is provided, supported on supplemental carrying-rods B2, which are bent upwardly at their ends which rest on the adjacent lower iianges of the I-bearns. In the form illustrated in Fig. 2 the carrying-rods B IOO or some of said carrying-rods are bent downwardly and beneath the carrying-rods B2 and act to support the same centrally. VVire-netting may be used, if preferred, in constructing the ceiling, the same being wired to the supplemental carrying-rods B2 or laid upon the same and the concrete filled in in the usual manner, leaving a space between the oor and ceiling, which space may be left as a dead-air space or may be filled with cinder or other poor conductor of heat, as preferred. The form illustrated in Fig. 3 is similar to that shown in Fig. 2`,witl1 the exception that the supplemental carrying-rods B2 are wired to the carrying-rods B by one or more strands of wire B', thereby rigidly supporting the ceiling from the floor above.

Obviously a construction embodyingr my in` vention may be employed in iireproofconstruction in many different ways,and in many instances, such as the construction of warehouses or the like, it may be neither necessary nor desirable to have a ceiling. In such cases the carrying-rod illustrated in Figs. 12 and 13 by B3 is hooked at its ends to engage over the I-beams, as before described, and bent downwardly or depressed intermediate of said I-beams, the netting is laid thereon, as before described, and the filling of concrete is applied. The ends of said carrying-rods are turned downwardly and outwardly, forming a support b for the part of the concrete which abuts against the web of the I-beams. Before applying the concrete a platform or mold of boards is supported between the I- beams a desired distance below the carryingrods. The concrete when applied is thereby given a plane under surface. When the concrete is set or hardened, the upper coating of asphalt or other material may be applied to form a smooth finish for the door or a tloorof any desired kind laid. In this construction the supplemental carrying-rods B4 and the clips D2 would of course be dispensed with.

Figs. 10 and 11 show another form of my ceiling and floor construction in which supplemental carrying-rods B4 are provided with hooked ends adapted to engage over the top of the I-beams and beneath the outer fianges at the top. Said rods are of sufficient length to extend downwardly along said I-beams and across between adjacent I-beams, as shown in Fig. 11. When said supplemental carrying-rods are in position, a strip of wire-netting C is placed thereon with its ends thereof extending upwardly beneath the carryingrods B2 against the upwardly-extending portions of the supplemental carrying-rods, as shown in Fig. 11, thereby forming a pocket to receive and support the concrete which is bedded thereon, as before described. Obviously in this form of my construction it would be difficult to secure the concrete in the spaces beneath the I-beams. For the purpose of rigidly securing the same thereto I provide clamps or clips, any of several forms of which may be used, that shown in Figs. 8 and 9 consisting of a band of strap metal slit longitudinally from the ends to near the center to form the tongues d2 d2, which are bent upwardly to form hooks to engage the bottom angesof the I-beams. The lateral portions of said straps are turned downwardly and outwardly to form the support d3 d3, the use of which is clearly illustrated in Fig. 18, in which the general construction is similar to that heretofore described for Fig. 12, with the exception that the end portions of the supplemental carrying-rods B4 adjacent to the webs of the I-beams are bent inwardly toward the AI-beams, thereby slightly arching the ends of said rods and causing the weight of the ceiling to be in part supported by a portion Xof the concrete extending upwardly adjacent to the web.

The construction illustrated in Figs. 12 and 13 is similar to that shown in Figs. 10 and 11, with the exception that means are shown for insulating the floor from changes of temperature and also a modified form of construction of a concrete clip d4, the construction of which is more clearly illustrated in Figs. 14 and 15, in which a piece of strap-iron is bent upwardly to form the hooks D2 D2, adapted to secure the clips to the bottom of the I-beams, and the tongues d4 d4 are bent downwardly and outwardly to engage the concrete. The concrete is secured in position, as before described, and when the same is set a plurality of strips of felt or other suitable material are laid one upon the other, covering the entire floor, and a layer of asbestos preparation is spread over the same. Above this are laid other strips of felt or the like, and on this may be secured the door, either of asphalt, wood, or other material, as desired. Obviously, if preferred, more than two layers of felt or other material may be employed, and each layer may be one or more thicknesses in depth.

Among the many purposes to which my invention is adaptable is a column construction, (illustrated in Figs. 16 and 17,) which may properly be considered a part of my invention. In this case a central column may be cast or constructed, hollow, as shown,of structural-iron plates and Z-irons and having laterally-projecting lianges at the corners. On said plates clips D2 are secured, similar to any of the clips hereinbefore described and having outwardly and laterally directed ends to engage the concrete or other illing material. Carrying-rods B5 are provided, the ends of which extend around and hook over the opposite flanges remote therefrom, as shown in Fig. 26, and the ends of which may be turned outwardly to form the supporting-hooks b5 b5 for the concrete or filling. About the extended ends of said clips and the hooks d5 d5 wire-netting or other reticulated material is tightly drawn,`as shown in Fig. 25, andthe concrete firmly bedded thereon in a manner similar to that already described, thus building up a column of uniform size and of great strength as compared with weight. The ex- IOO IIO

terior of said column may be finished with a coating of any desired kind-such as asphalt, plaster, or other desired materialto afford a finish.

Obviously my invention may be applied to many other purposes than herein described, and many details of construction may be modified without departing from the principle of my invention.

I claim as my inventionl 1. In a reproof construction, the combination with supporting-beams, of carrying-rods bent near their ends to form hooks which engage ovei the beams, the ends of said rods projecting beyond the beams and adapted to support concrete or the like, a sheathing of reticulated material on the carrying-rods and a filling of concrete or like material bedded on the carrying-rods and reticulated material.

2. In a fireproof construction the combination with supporting-beams of carrying-rods thereon, hooked ends on said carrying-rods which engage over said beams, the extremity of said rods projecting laterally of the beam, supplemental carrying-rods also supported on said beams and at the bottom thereof, reticulated material on said carrying-rods and on said supplemental carrying-rods and a filling of concrete or the like investing the frame thus formed.

3. In a reproof construction the combination with supporting-beams of carrying-rods engaging on and partly around said beams, supporting-hooks formed by the outwardlydirected ends of the carrying-rods, a reticulated material covering said carrying-rods, supplemental carrying-rods supported from said beams opposite the carrying-rods, reticulated material covering the inner sides of said supplemental carrying-rods and a concrete Iilling surrounding said beams, carrying-rods and supplemental rods, clips supported on said beams and projecting ends on the clips adapted to engage the concrete to the beam.

4. In a device of the class described the combination with a plurality of beams, of carrying-rods, hooks formed in said rods adjacent to the ends and engaging over said beams, the ends of said carrying-rods beyond the hooked portions extending outwardly beyond the beams and approximately parallel with the carrying-rods.

5. In a fireproof construction the combination with supporting-beams, of carrying-rods supported thereon, hooks formed in said rods adjacent to each end portion adapted to e11- gage over said beams, supporting means formed by the end portions of said rods beyond said hooked parts and extending laterally beyond the beams and reticulated material on said carrying-rods.

6. In a reproof construction the combination with two or more I-beams, of carryingrods supported on adjacent beams hooks in said rods adjacent to the ends thereof engaging over the outwardly-directed flanges of said beams, the ends of said carrying-rods forming supports directed laterally of the beams, reticulated material supported on said carrying-rods and beams, and concrete or the like bedded on said beams, carrying-rods and reticulated material and supported beneath the upper flanges of the I-beams on the ends of said carrying-rods.

7. In a floor and ceiling construction the combination with the I-beams of a floor-frame, of carrying-rods supported thereon, hooked portions adjacent to the ends on said carrying-rods which engage on opposite sides of the I-beams, supplemental carrying-rods also engaging with hooked ends over the tops of said I- beams, and extending downwardly along said I-beams and transversely between the same, reticulated material on said carrying-rods and supplemental carrying-rods the ends of that on the latter extending upwardly along the beams, concrete or the like supported on the framework thus formed, clips engaged on the bottoms of said I-beams and having hooked projections to engage in the concrete and supports formed by the ends of said carrying-rods acting to engage the concrete beneath the top flanges of the I-beams and support the same.

8. A reticulated structure for the purpose specified comprising two series of parallel wires or rods intersecting at approximately right angles with each other and bent at the intersection thereof, a metal plate secured beneath said points of intersection, apertured lugs disposed oppositely on said plate and through the apertures of which the uppermost of said wires passes thereby binding the lower wire or rod to the plate.

9. In a iireproof construction, the combination with supporting I-beams, of carryingrods-and supplemental carrying-rods supported in alinement with the tops of the I- beams and with the bottom thereof respectively and having hooked ends which engage upon the I-beams and a tie connecting said carryingrods and supplemental carryingrods intermediate of their ends.

10. In a fireproof construction the combination with supporting I-beams, of carryingrods and supplemental carrying-rods supported in alinement with the top of the I- beams and with the bottom thereof respectively and having hooked ends which engage upon the I-beams and a tie connecting said carrying-rods and supplemental carryingrods intermediate of their ends, reticulated material supported upon the carrying-rods and supplemental carrying-rods and a filling of concrete or the like investing the frame thus formed.

l1. In a reproof construction the combination with supporting I-beams, of carryingrods supported thereon and engaging over said I-beams with hooks adjacent to their ends, reticulated material on said carryingrods, concrete or the like engaged on said I- beams, carrying-rods and reticulated material, a plurality of layers of felt or the like IOO IIO

crete 0r the like supported on the beams, carrying-rods and retieulated material and a plurality of layers of felt. paper or the like su pported on the concrete and separated from each other by insulating material and a door on the uppermost of said layers.

In testimony whereof I have hereunto subscribed my name in the presence of two subscribing,r Witnesses.

GUSTAV A. SCHILLINGER.

In presence of- C. W. HILLS, L. J. DELSON.

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