US1762756A

US1762756A - Building construction

Info

Publication number: US1762756A
Application number: US90447A
Authority: US
Inventors: Braunstein Achille
Original assignee: ANCHOR CORRUGATING CONSTRUCTIO
Current assignee: ANCHOR CORRUGATING CONSTRUCTIO; ANCHOR CORRUGATING CONSTRUCTION Co
Priority date: 1926-02-25
Filing date: 1926-02-25
Publication date: 1930-06-10
Anticipated expiration: 1947-06-10

Description

June 10, 1930. A. BRAUNSTEIN BUILDING CONSTRUCTION Filed Feb. 25, 1926 4 Shee'ts-Sheet l A lg 4 IINVENTO/R A; ATTORNEY June 10, 1930. A. BRAUNSTEIN BUILDING CONSTRUCTION Filed Feb. 25, 1926 4 Sheets-Sheet 2 INVENTOR la? ATTORN'EY June 10, 1930. A. BRAUNSTEIN BUILDING CONSTRUCTION Filed Feb. 25 1926 4 Sheets-Sheet "/(L v AM ATTORNEY June 10, 1930. A. BRAUNSTEIN BUILDING CONSTRUCTION Filed Feb. 25, 1926 4 Sheets-Sheet 4 MATTORNEY Patented June 10, 1930 UNITED STATES PATENT OFFICE AOEILLE nnauns'rnm, or nnooxrms, NEW YORK, ASSIGNOB .ro aucnon conno- GATING cona'rnuorrorr 00., on NEW YoRx, N. z, A ooaronarron on NEW your:

surname cons'rnoc'rrox Application filed February 25, 1928. Serial No. 90,447.

This invention relates to building construction, and particularly to buildings having a structural metal frame and a metal sheathin and aims to provide a building of this 0 aracter which may be easily and economically erected.

In applying metal sheathing directly to structural metal framework, it has heretofore been customa to attach the metal 0 sheets of which the s eathing is composed to each other and to the frame by means of bolts or rivets, each of which must be held or headed by two skilled workmen, one located inside and the other outside the frame of the building. A further disadvantage of the usual construction lies in the fact that the bolts or rivets extend through holes in overlapped sheets and are sometimes sheared oil' by contraction and expansion of the sheets caused by changes in temperature. Also, when the sheets are galvanized, as is usually the case, rust and corrosion occurs around the bolt, rivet or nail holes formed in the sheets in applying them to the frame of the building.

I The present invention reduces the cost of erection of such buildings by providing an improved sheathing which may be secured together and to a structural metal frame to form a weather-tight wall and roof by a single unskilled workman located outside the frame of the building. This result is obtained by providing fastening means for securing the sheets to the beams which may be inserted from the outside between spaced edges of-the sheets, and cover pieces which may be attached from the outside directly to the edges of the sheets to cover the fastening means and the o 11 spaces between the ed es of the sheets. i this construction the b0 ts which form part of the fastening means do not pass through holes in the sheets and are therefore not injured by any contraction or expansion of the sheets.

The various features of the invention and its advantages may best be understood by a detailed description of a specific embodiment of the invention which is illustrated in the accompanying drawings; in which .Fig. 1 is an end view of a building sectioned on a vertical plane perpendicular to the caves and ridge of the building, omitting the cover pieces for the butt joints and the fastening bolts;

Fig. 2 is an enlarged view of the caves and gutter sectioned 0n the same plane as ig. 3 is an outside view of part of the roof sheathing showing one lap joint and two butt joints, with parts broken awa Fig. 4 is an enlarged view of the ridge of the roof sectioned on the same plane as Fig. 1;

igs. 5, 6 and 7 are enlarged details of the fastening means at the intersection of a butt joint and a lap joint, Fig. 5 being sectioned on the plane indicatedby the line 5-5 in Figs. 1, 6 and 7; Fig. 6 ona plane parallel to the section plane of Fig. 1 and indicated by the lines 66 in Figs. 5 and 7; and Fig.

7 being the outside View similar to Fig. 3 sectioned on the line 7-7 of Fig. 5 with the cover piece broken away;

Figs. 8 and 9 are details showin the fastening means at the middle of a utt joint in a modified construction, Fi 8 being sectioned on the line- 8-8 of ig. 9 and on a plane corresponding to the line 8-8 in Fig. 1, and Fig. 9 on a plane corresponding to the section plane of Fig. 1 and indicated bythe line 9-9 in Fig. 8;

Fig. 10 is a detail of a corner of the buildingsectioned on a horizontal plane indicated by the line 1010 in Fig. 1; and

Fig. 11 is a perspective view showing two of the sheetsand one of the cover pieces.

The frame of the building illustrated is of usual construction, consisting of corner posts 10 and roof trusses 11, which serve to support spaced horizontal side beams 12 along the roof and similar beams 13 along the walls. When the building is of substantial size, the

side beams

12 and 13 take the form of channel irons. When the building is smaller, the side beams may consist of angle irons 12 secured to the roof trusses 11 or the corner posts 10 by knees 14 as shown in Figs. 8 and 9. The frame is covered with a metal sheathing consisting of rectangular galvanized metal sheets hereinafter described in detail. The sheets cover the entire roof and sides of the building (althou h windows may, of course, be provided w ere desired). The sheets have lap joints along their upper and lower edges and spaced butt joints along thelr side edges.

In the s ecific building illustrated in the drawings there are four horizontal rows of sheets, two on the wall' and two on the roof. The sheets of these four rows are designated respectively by the letters a, b, c, d. Where it is necessary to distinguish between two or more sheets in the same horizontal row the symbols a, a, b, 6', etc. are used. All the sheets have many features in common. Each of these features is designated by a numeral to which is added the letter deslgnating the sheet when this is necessary for the sake of clearness.

In orderto retain the sheets in position on the frame before they are permanently fastened to the frame, and thus facilitate the work of fastening them to the frame, each sheet is provided on its inner side with hook flanges adapted to fit over the upper edges of the side beams of the frame and thus suspend the sheet against the outer side of the frame. If the height of each sheet is e ual to the distance between two ad'acent side beams,such hooks are provi ed at the upper and lower edges of the sheet only whereas when the sheets are of sufiicient height to extend across several side beams, a hook flange may be provided for each such side beam. The hook flanges also serve to assist in holding the sheets on the frame after the fastening means have been applied, and to prevent lateral bulging of the sheets.

In the form illustrated, each of the sheets extends across the spacebetween three side beams and is therefore provided on its: inner side with hook flanges for engaging these beams, except that no hook flange is provided at the upper edges of the sheets a and a which lie .at the ridge and the eaves of the building respectively, and no hook flange is provided at the lower edge of the sheets I) and (Z which lie at the eaves and the base of a building respectively. With these exceptions, each sheet has at its upper edge a hook flange 20 formed by turning in sections of the upper edge portion of the sheet, has at its middle a hook flange 21 made separate from the sheet and attached to it by riveting or otherwise, and has at its bottom edge a hook flange 22 which may be made separate from the sheet and secured to the sheet within the inturned lower edge 23 of the sheet. The shape of the hook flanges depends upon the shape of the side beams.

' When these beams have the form of upturned channels as shown the .hook flanges are adapted to fit over the outer edge of such channels.

The first step in applying the sheathing to the frame is to place the sheets in proper osition on the outside of the frame by hanging them together to the side beams by means of their hook flanges. The lowermost sheets (2 are placed in position first, and the lower edge of each sheet (exceptthe lowest sheets of the walland roof d, b) is lapped over the upper edge of the sheet below it. The lower hook flange 22 of each sheet thus hooks over the upper hook flan e 20 of the sheet below it (see 22, 20 and 22, 20', in

clamping flange 25 lying in the plane of the sheet, a retaining flange 26 having the form of an angle flange spaced inwardly from the outer edge of the clamping flangeand turned inward, and a cam flan e 27 extending from the inner edge of t e angle flange and inclined outwardly and away from the sheet. The clamping flanges,.

retaining flanges and cam flanges of each sheet are integral with the sheet and are formed by bending the side edge portion of the sheet first back on itself at the outer side of the sheet, then outwardly perpendicular to the plane of the sheet, then inwardly parallel to the plane of the sheet, and finally outwardly and away from the sheet. In assembling the sheets on the frame, as hereinbefore described, so as to provide lap joints at the upper and lower edges, the lower portions of the clamping flanges and angle flanges of each sheet are telescoped Within the upper portions of the clamping flanges and angle flan es of the next'sheet below. The material 0 the sheets has suflicient flexibility to permit fitting the clamping flanges of one sheet within those of the next sheet below; particularly when each sheet is provided with a central V- shaped ridge which facilitates lateral expansion and contraction of the sheet while stiflening it longitudinally.

Atthe points where the clamping flanges of the sheets cross the outer sides of the

side beams

12, 13, they are clamped against the side beams by means of hook bolts 30. These bolts are inserted from the outside in the space between two adjacent clamping flanges. They are provided with hooks 31 adapted to fit' over the inner edge of the side beams. When the side beams have the form of upturned channel irons, the bolts 30 have the form shown in Fig. 6. When the side beams have the form of an le irons, hook bolts 30 of the form shown in Fig. 9

are used. After each hook bolt is laced in position a clamping plate 32 s sip ed over its outer en I his clamping pate rests on the clamping flanges 25 of the ad acent sheets and is provided with upturned side flanges 33 whic engage the outer sides of the angle flanges 26 of the sheets and thus serve to space the adj acent edges of the sheets uniformly. A nut 34 is screwed on each hook bolt 30 to force its clamping plate 31, and consequently the clamping flanges 25 of the sheets, against the outer surface to one of the

side beams

12 and 13. v

The hook bolts which are inserted at the intersections of the butt and lap joints serve to secure the corners of four sheets (for example, a, a, b, b) to the frame since the overlapping upper and lower sheets have their clamping flanges telescoped at this point as already described, so that the clamping plate 33 is forced down against four clamping flanges (for example, the

flanges

25, 25", which are telescoped together, and the flanges 25 25, also telescoped together, as shown in Fig. 5). The hook bolts which are supplied at the middles of the butt joints serve to secure the clamping flanges of two adjacent sheets (for example, the flanges 25 25, as shown in Fig. 8).

The cover pieces 40 are made of sheet metal and each has the form of a downturned channel with its sides 41, 41' flaring outwardly from its top or main wall 42. At the lower edges of sides 41, 41' of each ,cover piece are

engaging elements

43, 43

having the form of inturned angle flanges.

After the sheets have been secured in position by the hook bolts in the manner already described, the cover pieces are snapped over the angle flanges of the sheets. The mannerin which this is done is indicated in Fig. 5. A cover piece 40 is first placed in the position indicated in dot and dash lines in that figure with one of its angle flanges 43 under the angle flan e 26 of one of the sheets (for example, under the angle flange 26"). This brings the lower. edge of the other angle flange 43' of the cover piece over the upper edge of the cam flan e 27 of the adjacent sheet (for example, 2 The cover piece is then pressed down, and as it is made of resilient sheet material, its lower edges are spread apart as it is pressed against the cam flange so that its angle flange passes over the cam flange and snaps in against the angle flange 26 of the sheet. The cover piece is then held firmly in the position indicated in full lines in Figs. 5 and 8.

When the walls and roof of the building are of substantial height, it is inconvenient to make the cover pieces of suflicient length to cover the entire length of one of the butt joints. Consequently, a number of'separate cover pieces are applied to each butt joint with the lower end of each piece overlapping the upper end of the next piece below. The cover pieces are accordingly applied from the bottom up. When the lower end. of a cover piece is lapped over the upper end of the next cover piece below, the u per portion of one of the inclined side wa ls 41 41' of the lower-cover piece takes the place 0 one ofthe cam flanges 27 in spreadi the lower end of the upper cover'piece so t at it may be snapped into position by pressure from the outside. The lap joints 45 of the cover pieces are placed at different positions from the lap joints of the sheets as shown in Fig.

3. The upper end of the 'upper cover piece on each butt joint of the wall is closed by an end flange 46 (Fi 2), which may be formed integral with t e cover piece, so that no water can enter with the cover pieces even when the gutter, shown in Figs. 1 and 2, is not used.

It is apparent that the new construction which has been described rovides a tight weather-proof sheathing w ich may easily be applied to the horizontal beams 12 .and 13 by a single workman locatedoutside the frame of the building. Since the sheets are secured in position without forming any bolt or rivet holes therein in applying them to the frame of the building, the protective coating applied when the sheets were galvanized is not broker or injured in any way. The sheathing is therefore rust-proof and durable. Furthermore, the new construction avoids all danger of shearing the fastening bolts when expansion or contraction of the sheets occurs, since the bolts 30"are spaced from the edges of the sheets. Some buckling of the sheets may occur in very hot weatherbut this does not injure the fastening means and can, if desired, be avoided by leaving a slight clearance between side flanges 33 of the clamping plates 32 and 4 angle flanges 26 of the sheets.

The construction which has been described may be applied in a uniform manner on any flat wall or roof surface of a building. In addition to this standard construction the invention involves certain special features of construction for forming water-ti ht joints in the sheathing at the corners, ri 4 ge, and eaves of a building.

The construction at the corners of the walls is illustrated in Fi 10. It showsthat the angle flanges 26' at t e side edges of the sheets 0, a at the corners of the building are inclined at 45 to the sheets, and the cam flanges 27' are correspondingly in clined, so as to provide for the ap 'lication of a cover piece 40 at a corner oft e buildmg. i

The construction at the ridge of the building is best shown in Fig. 4. The cover piece 40 which is applied at this point is in general similar to thecover pieces 40, although of the uppermost hook bolts and clamping plates; Each connecting piece 50 has an upright portion 51 extending perpendicularly across the upper edge of the upper sheets and carrying the angle flange 26 and the cam flange 27 and two additional outwardly projecting

flanges

52 and 53. The flange 52 lies under the upper edge portion of the upper sheet and is clamped between this portion of the sheet and the upper surface of the upper side beam 12. To steady it in position before it is clamped it may be provided with two turneddown flanges 54 fitting over the upper edges of the beam 12. The flange 53 lies over the upper ends of the cover pieces 40 of the roof sheathing and thus efl'ectively prevents rain water from entering the upper ends of these cover pieces. Each connecting piece. 50 and its various flanges may be formed of a single piece of sheet material, as clearly illustrated in Fig. 4. Unless the. building is of great length, each connecting piece.50 will extend the entire length of the roof. If desired, however, the connecting pieces may be made in sections. In that case, the ends of the individual sections are placed out of line with the cover pieces 40 of the roof sheathing, so that no break in the flange 53 occurs over one of these cover pieces.

In erecting the ridge construction which has been described, the connecting pieces 50 are secured in position by the hook bolts at the same time that the upper sheets a of the roof sheathing are secured by these bolts. The upper/cover pieces 40 of the roof sheathing are snapped on the angle flanges of the roof sheets a just below the lower ends of the flanges 53 of the connecting pieces, and are then slid longitudinally so as to bring their ends under these flanges as shown in Fig. 4. The ridge cover piece 40' is then snapped into position over the angle flanges 26 being spread in this operation by engagement with one of the cam flanges 27 The upper edges of the upper roof sheets a are notprovided with hook flanges but instead are turned upwardly to provide upstanding flanges 55 as shown in Fig. 4.

The cave construction is best shown in Fig. 2. The upper ed 'es of the upper wall sheets 0 are not provided with hook flanges but instead with inwardly inclined flanges which lie over a wooden cave-piece 61 and may be secured thereto by means of nails 62.

and also secured to the eave-piece 61 A gutter 63 has at its upper edge an inclined flange'64 which is applied over the flan e 60 a nail. y projecting eave flange 65 over which the lower edge portion 66 of the lowest roof sheets b may be bent as shown in Fig. 2 after these sheets have been secured in position on the roof by means of the hook bolts. The edge portion 66 is bent at right angles to the sheet b, as shown in dotted lines in Fig. 2, before the sheet is applied to the buildingso as to facilitate turning it in under the eave-piece 65.

Similar right-angle flan es 70 are provided at the lower edges 0 the lowest wall sheets d, to be turned in under the lowest side channel 13, which is inverted, as shown in Fig. 1.

What is claimed is:

1. In building construction, the combination with a frame having spaced horizontal beams, of a sheathing consisting of sheets With their side edges spaced apart having on their inner surfaces hook flanges engaging the beams, fastening means insertable from the outside for securing the side edges of adjacent sheets to the beams, and cover pieces engaging the side edge portions of the sheets and covering the spaces between the side edges of adjacent sheets.

2. In building construction, the combination with a frame having spaced horizontal beams, of a sheathing consisting of sheets with their side edges spaced apart, fastening means insertable from the outside for securing the side edges of adjacent sheets to the beams, and cover pieces engaging the side edge portions of the sheets and covering the spaces between the side edges of adjacent sheets.

3. In building construction, the combination with a frame havin spaced beams, of two sheets located side side edges spaced apart, a bolt extending between the side edges of. the sheets and having a hook on its inner end engaging an inner edge of a beam, and a clamping plate on the bolt engaging the edge portions of the sheets and forcing them against the outer surface of the beam.

4. In building construction, the combination with a frame having spaced beams, of two sheets having their side edges spaced apart and provided with laterally projecting clamping flanges, inturned retaining flanges and outwardl inclined cam flanges, means for securing the clamping flanges of the sheets against the beams, and a resilient cover piece adapted to snap over the cam flanges of the sheets and to engage their retaining flanges.

5. In building construction, the combination of two sheets located side by side and spaced apart, upstanding inturned retain- The gutter has also an outwardly y side with their ing flanges at the opposed edges of the sheets, and a cover piece having at its sides engaging elements adapted to fit under the retaining flanges of the sheets, the cover piece being of sufficient flexibility to permit its engaging elements to spread apart and snap over the retaining flanges of the sheets, and the inner portions of the inturned retainin flanges of the sheets being spaced away rom the sheets to permit the engaging elements of the cover piece to move sidewise into position beneath them.

6. In building construction, the combination of two sheets located side by side and spaced apart, upstanding inturned retaining flanges at the opposed edges of the sheets, outwardly inclined cam flanges extending from the retaining flanges, and a cover piece having at its sides engaging elements adapted to fit under the retaining flanges of the sheets, said flanges and said cover pieces having a'sufficient flexibility and resiliency to permit the engaging elements of the cover piece to spread apart when pressed against the cam flanges and to snap together against the retaining flanges after passing the cam flanges.

7. In building construction, the combination of sheets located side by side and spaced apart, upstanding inturned retaining flanges at the opposed edges of the sheets, outwardly inclined cam flanges extending from the retaining flanges, and a plurality of cover pieces each having inclined slides and engaging elements on the lower edges of its sides, each cover piece havin suflicient flexibility to permit the sprea ing of its engaging elements when it is pressed against said cam flanges or against the inclined sides of the other cover iece.

8. A metal sheet for use in uilding construction, having each of its side edges turned back upon itself, then extended outwardly from the sheet, then inwardly away from the ed e of the sheet, and then inclined away rom the sheet and toward the edge thereof to provide a cam face.

9, In building construction, the combination of spaced rows of sheets in which each sheet has its side edge portions turned inward and forming an inturned retaining flange and in which the lower end of the turned-in edges of each sheet is fitted within the upper end of the inturned edges of the sheet below it, and cover pieces mounted on the retaining flanges of the sheets and bridging the spaces between the rows of sheets, said cover pieces having lap ed 'oints spaced from the lapped joints of t e s eets.

10. In building construction, the combination of four sheets, each having its side edges folded inward, the two upper sheets having the lower portions of their inturned edges telescoped within the inturned edges of the two lower sheets, a clamping plate engaging the telescoped portions of the inturned edges of the sheets, and means for drawing said clamping plate against the framework of a building to secure one corner of each of the four sheets thereto.

11. A cover piece for use in metal building sheathing having the form of a resilient sheet metal channel, and having engaging elements formed at the edges of the sides of the cover piece and a flap extending from one end of the main wall of the cover piece to cover that end of the channel, said flap and the sides being unattached so that the sides may be spread outwardly from each other.

12. In building construction, the combination with a frame having spaced beams, of galvanized sheets located side by side with their side edges spaced apart, bolts securing the sheets to the beams and located between the side edges of the sheets, clamping plates engaged by the bolts and engaging edge portions of the sheets, and galvanized cover pieces engaging the side edge portions of the sheets and covering the spaces between them.

In testimony whereof, I have hereunto set in hand.

y ACHILLE BRAUNSTEIN.