US644913A - Fireproof construction. - Google Patents

Description

No. 644,9!3. Y Patented Mar. 6, 1900. A. A. HIMMELWRIGHT.

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ABRAHAM L. A. HIMMELWRIGHT, OF NEWARK, NElV JERSEY, ASSIGNOR TO THE NEWV JERSEY IRE CLOTH COMPANY, OF TRENTON,NEW JERSEY.

FIREPROOF CONSTRUCTION.

SPECIFICATION forming part of Letters Patent No. 644,913, dated March e, 1906. 7

Application filed August 31, 1898. Serial No. 689,914. (No model.)

To aZZ whom 1!; Hwy concern: proofing. Figs. 6 and 7 show modified forms Be it known that I, ABRAHAM L. A. HIM- of ceiling or rod hangers. MELWRIGI-IT, acitizen of the United States, re- Referring now to the drawings, A are the siding at Newark, county of Essex, and State floor-beams, which are shown as of the com- 5 of New Jersey,haveinvented certain new and mon I form, these beams A being shown as useful Improvements in Fireproof Gonstruc supported by girders B, to which they are contions, fully described and represented in the heated at their ends by angle-plates 10, as followingspeoification and the accompanying usual, or in any other suitable manner, and drawings, forming a part of the same. 7 these beams A are shown as tied together by to This invention relates to animproved firetie-rods 11, passing through the webs of the proof floor and ceiling construction of that beams andprovided with nuts 1, so that the class in which a filling of concrete or similar beams may be held firmly against sidewise plastic material is applied in connection with pressure. reticulated'metal to form the floor construc- Upon thebottom flanges of the beams A I 5 tion and extended to form a protection about rest the ends of curved metal rods or bars 12, the bottoms of the beams, one of the especial which support the reticulated metal which objects of the present invention being to proforms the anchorage for the concrete or simivide a floor construction of this class which lar plastic material of the fioor construction. shall possess the desired strength and the These bars may be of any suitable form, but 2o proof quality, while at the same time employare shown as round rods of suitable size, and ing light metal parts and a small body of conthe reticulated metal is shown as common crete. metallic lathing 13,0f wire-netting, into which A further object of the invention is to prothe rods 12 are woven, and this is the previde an improved means for applying reticuferred construction; but the reticulated metal 25 lated metal in connection with fireproofing may be of any other suitable form and mesh, beamslor girders and an improved hanger for either of woven or netted wire, or metal rods suspending a ceiling at the desired distance or straps, or perforated or expanded metal, below the fioordoeams. so that the concrete or similar plastic mate- As a full understanding of the invention rial applied from above will set into the open- 0 can best be given by an illustration and deings between the parts of the reticulated tailed description of a construction embodymetal and secure the desired anchorage of ing the same, such a description will now be the concrete, and such reticulated. metal may given in connection with the accompanying be supported in any other suitable manner drawings, forming a part of this specification from the rods 12. 8 3 5 and showing a combined floor and suspended- The lathing 13 is removed from the ends of ceiling construction embodying all the feathe rods 12 for a suitable distance, and a sheet tures of the invention in their preferred form, of similar. lathing 14: is applied, extending and the features forming the invention will around the flange of each beam from the rods then be specifically pointed out in the claims. 13 on one side of the beam to the rods 13 on 40 In the drawings, Figure 1 is a section of the the opposite side of the beam, this lathing be construction, taken transversely to the flooring secured to and supported by the rods 13 beams. Fig. 2 is a cross-section of the same in any suitable manner. This lathing 14 is and showing the girder construction, the lathoffset from the bottom of the beams A suffiing and concrete being shown partially re ciently to provide for a filling of concrete or 5 45 moved from the floor for the purpose of illussimilar plastic material applied from above tration. Fig. 3 is a section looking to the left and of the desired depth for fireprooiing the from line 3 of Fig. 2 with the concrete rebottoms of the beams. As shown at the left moved. Fig. 4 is a perspective detail of the in Fig. l, the space above this lathing 14 is ceiling-hanger shown in Figs. 1 to 3. Fig. 5 completely filled with plastic material; but I00 50 isaperspective detail of the rod-hanger shown at the right in Fig. 1 is shown a construction in Fig. 2 in connection with the girder firein which an air-space isformed beneath the flange of the beam by applying a second piece of metallic lathing 15 about the flange of the beam and offsetting it below the beam, according to the air-space desired, by offsetting pieces 2, which are shown as angular pieces of sheet metal, although it will be understood that any suitable means may be used for this purpose, the concrete below the beams then filling the space between the two pieces of lathing ll 15 and forming an air-space inside the lathing 15 below the beam-flange.

After the rods 12 and lathing or other reticulated metal 13 14 have been placed in position, as shown in Fig. 1, a filling of concrete or similar plastic material (J is applied from above, filling all the space above the metal 13, embedding the rods 12 and the webs and flanges of the beams, and setting through the openings in the reticulated metal, so as to secure the desired anchorage therein, this concrete also being packed down through the spaces between the rods 12, from which the reticulated metal 13 has been removed near the flanges of the beams, so as to fill the spaces inside the metal 14, and thus form an integral body of concrete or similar plastic material, filling the space between the beams and around the webs of the beams and forming a body of fireproofing below the flanges of the beams, either without an air-space below the flange of the beam, as shown at the left in Fig. 1, or with an airspace, as shown at the right in Fig. 1. This floor construction of concrete or similar plastic material preferably extends level with the tops of the beams A, as shown in Fig. 1, and upon it the flooring D may be applied directly, but is preferably supported thereon by wooden or other joists E, as shown. This floor construction is complete in itself and maybe used with beams supported in any suitable manner or with girders and girder protection of any desired form. In girder constructions, however, I preferably protect the girders throughout by a body of concrete or similar plastic material continuous with the flooring-concrete O and extend this body of concrete or similar plastic material also below the bottoms of the grinders, so as to provide a fireproof protection below the girders. In this construction the wire lathing or other reticulated metal 13 does not extend to the end of the beams A, but terminates at a distance from the girders B, according to the thickness of girder-fireproofing desired, and upon the rods 12, adjacent to and on opposite sides of the girder B, are hung hooked rods 16, which extend downward below the flange of the girder sufficiently to provide the desired thickness of fireproofing material below the girder-flange, and to these rods 16 and to horizontal rods 17 is secured wire lathing or other reticulated metal 18,within which the filling of concrete orsimilar plastic material G is packed for fireproofing the girders.

As shown, the girder B extends above the beams A, and the concrete 0 is extended upward immediately about the girder to the top of the latter, so as to fireproof the web and under side of the flange of the latter, the flooring D then resting upon the top of the girder and upon joists E, which are supported on the general body of the concrete, which extends only to the top of the beams A. The horizontal rods 17, below the girder B, are preferably supported and held in position not only by the rods 16, depending from rods 13, but also by hangers attached to the flange of the girder. The hanger used for this purpose and shown in Fig. 2 and in detail in Fig. 5 consists of a flat piece of metal a, which is split from each end through a portion of its length and a portion of each end turned up to form flanges 3, embracing the flange of the girder B and the other portions of the ends turned down and bent to form depending hooks 4, which receive and support the rods 1'7, asimple, cheap, and efficient clip or hanger for supporting rods from the flanges of beams being thus provided.

The construction of fireproof floor and girder'protection thus far described is complete in itself and may be used without a ceiling or with a plaster finish applied directly to the under side of the lathing 13 14 18, so that the floor and ceiling construction is integral, the concrete or similar plastic material projecting through the openings in this lathin g or other reticulated metal forming an efficient base for the plaster, or a ceiling of any suitable form suspended below the beams A may be used. I have illustrated in the accompanying drawings, however, a combined floor and ceiling construction which embodies certain features of the invention, and this form of suspended ceiling and the concrete floor is preferably used. In this construction the ceiling is suspended from the bottom flanges of the beams A by hangers b, which are preferably of the form shown in Figs. 1 to 3 and in detail in Fig. 4, these hangers being formed of a piece of flat metal which is cut inward near one end to form a hook 5 and then slit, so as to form an arm 6 of the length desired, the length of the piece of metal I) and of this arm 6 depending on the distance at which the ceiling is to be placed below the bottom flange, and the other slit portion extending along arm 6 is bent upward and over and the end of the strip 1) similarly bent over to form hooks '7, embracing the bottom flange of the beam A, the arm 6, with hook 5, then depending below the flange of the beam and below the fireproofing under the beam previously described to support the ceiling at the desired distance below the beam and fireproofing. The hooks 5 of these hangers I) receive the ceiling-supporting bars 19, which are shown as flat bars, but which may be of any other suitable form, and by these bars 19 is supported the ceiling, which is shown as formed of wire lathing 20, secured to the bars by wire ties S at suitable intervals and on the under side of which ,lathing is applied the ceiling-plaster or similar plastic material F. lt-will be understood, however, that any'other form of reticulated metal may be used and secured to the ceiling-supportinglbars 19 in any suitable manner.

The form of the hangers b for supporting secure the same result or the form of the hanger and part out or punched therefrom be Varied widely. It will be understood also that the length of the depending portion of the hanger will depend upon the distance thatit is desired to suspend the ceiling below the beam and beam protection, and the form and construction of the hanger may be modified accordingly.

In Fig. 6 I have shown a hanger in which the clip portion for securing the hanger to the beam-flange is punched from the body of the hanger b, one end of the strip outside this punched portion being bent away from the body of the hanger which forms the depending ceiling-supporting arm 6, so that the punched-out portion lies along the under side of the beam-flange and the upper end of the hanger and the free end of the punched-out portion so turned over to form the hooks 7 overlapping the beam-flange. The depending arm 6 inthisconstruction is shown as given a quartentwist, so as to brin git flatwise against the side of the ceiling-supporting bar 19, and then bent up to form the hook 5, on which the bar 19 rests.

In Fig. 7 l have shown another construction similar to those shown in Figs. 4 to 6, except that the parts are formed by cutting the strip in a somewhat-different manner and so as to form the hook 5 with a notch 9, which re ceives the flat bar 19 and holds it firmly in position.

\Vhile I preferably use my improved floor construction with a suspended ceiling, as shown, these two parts of the construction forming a combined floor and ceilingconstruction of the preferred form and embodying certain features of the invention, it will be understood that this floor and suspended ceiling may be used independently of each other in any suitable construction. It will be understood also that many modifications may be made in the construction shown by those skilled in the art without departing from the invention.

What is claimed is 1. The combination with beams, of metal supports extending from beam to beam and resting on the lower flanges of the beams, reticulated metal on said supports extending over the space between the beams to a point near the beams and then downward and about the bottoms of the beams and providing space between the metal and the flanges and bottoms of the beams, and a body of concrete or similar plastic material applied from above on said reticulated metal and forming a flreproof web between the beams and fireproofing about and below the bottom flanges of the beams, substantially as described.

2. The combination with beams, of arched rods supported on the bottom flanges of the beams, reticulated metal supported by said rods, and extending between the beams and about the bottoms of the beams and providing space between the metal and the flanges and bottoms of the beams, and a body of concrete or similar plastic material applied from above on said reticulated metal and forming a fireproof web between the beams and fireprooflng about and below the flanges of the beams, substantially as described.

3. The combination with beams, of arched rods supported on the bottom flanges of the beams, reticulated metal supported by said rods and extending between the beams and about the bottoms of the beams and providing space between the metal and the flanges and bottoms of the beams, a body of concrete or similar plastic material applied from above on said reticulated metal and forming a fireproof web between the beams and fireproofing about and below the flanges of the beams, and a fireproof ceiling suspended below the flange-fireproofln g, substantially as described.

t. The combination with beams, of arched rods supported on the bottom flanges of the beams, reticulated metal supported by said rods and extending between the beams and about the bottoms of the beams and providing space between the metal and the flanges and bottoms of the beams, reticulated metal inclosing the bottom flanges of the beams and offset to form an air-space below the beams, and a body of concrete or similar plastic material applied on said reticulated metal and forming a fireproof web between the beams and fireprooflng about and below the flanges of the beams and filling the space between the two layers of reticulated metal beneath the beams, substantially as described.

5. The combination with beams, of arched rods supported on the bottom flanges of the beams, reticulated metal supported by said rods and. extending between the beams and about the bottoms of the beams and providing space between the metal and the flanges and bottoms of the beams, reticulated metal inclosing the bot-tom flanges of the beams and offset to form an air-space below the beams, a body of concrete or similar plastic material applied on said reticulated metal and forming a fireproof web between the beams and fireprooflng about and below the flanges of the beams and filling the space between the two layers of reticulated metal beneath the beams, and a fireproof ceiling suspended below the flange-fireproofln g, substantially as described.

IIO

6. The Combination with girders and transverse beams supported thereby, of metal supports extending from beam to beam and resting on the bottom flanges of the beams, reticulated metal on said supports and extending between the beams and about the bottoms of the beams and providing space between the metal and the flanges and bottoms of the beams, reticulated metal extending from said supports about and below the girders, and a body of concrete or similar plastic material applied on said reticulated metal and forming a fireproof filling between the beams and about and below the bottoms of the beams and girders, substantially as described.

'7. The combination with the beams A and girders B, of rods 12 extending from beam to beam, supports 16 depending from said rods adjacent to the girders and extending about and below the girder-flanges, and reticulated metal on said supports, substantially as described.

8. The combination with the beams A and girders B, of rods 12 extending from beam to beam, supports 16 depending from said rods adjacent to the girders and extending about and below the girder-flanges, rods 17 on said supports at opposite sides of the girder, and reticulated metal on said supports and rods 17, substantially as described.

9. The combination with the beams A and girders B, of rods 12 extending from beam to beam, supports 16 depending from said. rods adjacent to the girders and extending about and below the girder-flanges, rods 17 on said supports at opposite sides of the girder, hangers a on the girder-flanges provided with hooks 4 for the rods 17, and reticulated metal on said supports and rods 17, substantially as described.

10. The combination with a metal floor member having a flange, of hanger 0. having flanges 3 hooked over the opposite sides of the flange and depending hooks 4 on opposite sides of the floor member, and rods 17 extending longitudinally of the floor member and supsides of the floor member, rods 17 supported in said hooks, and reticulated metal 18 on the frame formed by the rods 16, 17, substantially as described.

12. Hanger a having the flanges 3 adapted to engage the opposite sides of a flange on a metal floor member and depending hooked supports 4 at opposite ends of the hanger adapted to support rods or bars extendinglongitudinally of the floor member, substantially as described.

13. Hanger aformed from a slit metal plate and having its slit portions bent in opposite directions to form flanges 3 and depending hooked supports 4: at opposite ends of the hanger adapted to support rods or bars extending longitudinally of a flanged floor member, substantially as described.

14. A hanger formed of a metal plate having portions slit orpunched therefrom to form flanges 7 adapted to engage the opposite sides of a beam-flange, and a depending arm 6 provided with a seat for a rod or bar, substantially as described.

15. Hanger a formed of a metal plate having the depending arm 6 and seat 5, and having one end of the plate bent to engage the flange of a beam and a portion cut or punched from the plate and bent to engage the other flange, substantially as described.

In testimony whereof I have hereunto set my hand in the presence of two subscribing witnesses.

ABRAHAM L. A. IllllIillEliWRIGlll.

Witnesses:

O. J. SAWYER, A. L. KENT.

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