US2387431A - Wall construction - Google Patents

Wall construction Download PDF

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US2387431A
US2387431A US483571A US48357143A US2387431A US 2387431 A US2387431 A US 2387431A US 483571 A US483571 A US 483571A US 48357143 A US48357143 A US 48357143A US 2387431 A US2387431 A US 2387431A
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panels
tongue
shoulder
panel
vertical
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US483571A
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Laney George W Du
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal

Definitions

  • My invention relates to wall construction of a type in which panels are inserted between risers or studding spaced horizontally to correspond with the width of the panels.
  • One purpose of the invention is to provide for fitting of the panels against the webs of the studs or risers along the interiorvertical panel edges and for pointing on the cutsides in order to avoid weather leakage.
  • a further purpose is to secure the panels to the studding at the interior vertical edges and to provide wedge room for wedge pointing or caulking of the joint -between the panels.
  • a further purpose is to use a tongue and groove panel construction with the tongue facing upwardly so asto protect against leakage past the lifted tongue, and to caulk at the outside within a tapered part of a space between the panels.
  • a further purpose is to wedge caulking inwardly and upwardly from the outside within horizontal joints so that the protection against the weather will be increased.
  • Figure 1 is a fragmentary front elevation of a wall construction embodying my invention.
  • Figure 2 is a section of Figure 1 taken upon line Figure 2a is a fragmentary enlarged section corresponding to a portion of Figure 2.
  • Figure 3 is a, fragmentary section of Figure l taken upon line 3 3.
  • Figures 4, 5 and 6 are fragmentary sections corresponding generally to Figure 3 but showing modifications.
  • Figure 7 is a section corresponding nearly to Figure 2a but showing a modification.
  • risers Ill of metal Figures 1 and 2
  • II of wood Figure 7
  • risers Ill of metal Figures 1 and 2
  • II of wood Figure 7
  • 'I'he risers shown are intended for light buildings but are capable of being made very rigid and strong with the same forms of riser notwithstanding the lightness of the construction.
  • the risers comprise I-beams which are conveniently composite sections and are shown as formed in Figures 2 and 2a by placing shallow channels I2, I3 back to back and fastening them together in any convenient form. This may b'e done for example by spot welding or they may be held together by tie rods I4 threaded at their ends and fastened to the I-beam as by nuts I5, I8; one on one side of one channel and the other on the other side of the other channel.
  • tie rods I4 threaded at their ends and fastened to the I-beam as by nuts I5, I8; one on one side of one channel and the other on the other side of the other channel.
  • the detail of tie-rod placing, per se, is not intended to be claimed by me.
  • Adjacent panel end edges are vertically grooved at 23 to receive iianges 2I and 22,
  • the outside rims 29 left on the outside 0f the grooves 23 are shorter laterally than the interior rims and are flared outwardly at 30, from the outer faces 3
  • the adjoining panels when fitted together on opposite sides of the double channel leave a vertical outwardly facing groove 32 wider adjacent the channel flanges than at the outside, to be lled with pointing material 33.
  • the panels shown are reversely formed along their top and b'ottom edges as seen in Figure 3.
  • 'Ihe upper edge of the lower panel 34 presents an upwardly directed horizontal rib or tongue 35 forming the tongue to fit into downwardly facing groove 36 such as that seen at the bottom of the upper panel 31.
  • Figures 3 and 4 differ chieiiy in that in Figure 3 the upwardly facing shoulder 40 at the inside of the tongue 35 is not engaged by the downwardly facing surface 4I of the transversely extending rib 42, which rib forms the inner boundary of the groove 36. In Figure 4 the upwardly facing shoulder 40' is engaged by the downwardly facing surface 4I of the rib 42'.
  • the rib 4l or 43' forming the outside wail limiting the groove, does not extend all the way down to the upwardly facing shoulder 44 and is sloped downwardly and outwardly at 45 to provide a wedge shaped space 48 which may be caulked at 41.
  • the wedge shape helps hold the caulking material in. The caulking protects against the weather, forms a decorative pointing between the panels and re-enforces, stiil'ens and strengthens the entire structure.
  • Figure 5 the structure is quite similar to Figure 3 except that the upwardly facing shoulder 442 at the outside upon the lower panel slopes downwardly and outwardly, though not to the same extent as the face 45.
  • the shoulder 442 is higher adjacent the tongue than is either upwardly facing shoulder in Figure 3 and higher than is the other shoulder in Figure 5.
  • the slope of the shoulder 442 assists in clearing from water the space between the two tapered faces though the space is still wedge-shaped.
  • FIG. 6 resembles thatshown in Figure 3 somewhat, the most noticeable difference between them being that the side walls of the tongue and groove construction are tapered in Figure 6, as seen at 35' and 36' so as to give an upwardly facing tapered tongue within a downwardly facing tapered groove.
  • the shoulders in this form are horizontal and the space between the right shoulder in ⁇ Figure 6 and the downwardly facing surface 45 is tapered asin Figure 3.
  • the apex of the tapered tongue takes the weight of the panels above it.
  • I show a series of vertical I-beams arranged parallel in combination with panels adjacent the I-beams having grooves in the vertical edges of the panels within which the flanges of the I-beams fit, vertical ribs inside of the grooves and engaging the webs of the I-beams closely adjacent to the flanges and outer ribs outside of the flanges forming the outer walls of the grooves in the panels.
  • 'Ihese outer walls are tapered so that with adjacent panels engaging the same I-beams a space is left between the ribs wider close to the I-beam flanges at the inside of the I-beam than I have also lled the space by pointing held in place by the wedgeshaped section of the space.
  • I show also a tongued and grooved horizontal panel joint in which the space to the front of the tongue is tapered so that its walls converge toward the front faces. of the panels and by this shape hold the pointing in.
  • a plurality of I-beams having their webs parallel and spaced at intervals, eiective as risers, panels between the I- beams; each grooved at the vertical end faces to receive an I-beam flange and by the grooves divided vertically into inner and outer rims, the inner rims fitting the inner surfaces of A the flanges, and at its end edges fitting the adjacent I-,beam webs and the outer rims shorter laterally than the inner rims and under-cut at their edges so as between adjacent panels to provide tapered spaces wider adjacent the I-beam ilanges than at the outer surfaces of the panels, and illiing material within the tapered spaces held in by the taper and acting as pointing material.
  • avwall having vertical risers a plurality of panels supported in the risers, having their upper horizontal edges tongued, with adjacent inner and outer shoulders and the lower horizontal edges of the panels grooved, the grooves formed between inner and outer ribs having downwardly directed faces which in position are opposite respectively the inner and outer shoulders, the novelty which consists in that the lower face of the inner rib rests upon the inner shoulder, that the outer downwardly directed rib is shorter in height than the inner rib, and that the lower face of each 'outer rib slopes downwardly and outwardly, whereby a space is lei't between this downwardly directed sloping face and the opposite outer shoulder of the next pan beneath it in the wall.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)

Description

Oct. 23, 1945. Q w, DU LANEY 2,387,431
WALL CONSTRUCTION Filed April 19, 19'43 Patented Oct. 23, 1945 UNITED STATES PATENT oFEilcE WALL CONSTRUCTION George W. Du Laney, Camden, N. .'l. Application April 19, i943, Serial No. 483,571
4 Claims.
My invention relates to wall construction of a type in which panels are inserted between risers or studding spaced horizontally to correspond with the width of the panels.
One purpose of the invention is to provide for fitting of the panels against the webs of the studs or risers along the interiorvertical panel edges and for pointing on the cutsides in order to avoid weather leakage.
A further purpose is to secure the panels to the studding at the interior vertical edges and to provide wedge room for wedge pointing or caulking of the joint -between the panels.
A further purpose is to use a tongue and groove panel construction with the tongue facing upwardly so asto protect against leakage past the lifted tongue, and to caulk at the outside within a tapered part of a space between the panels.
A further purpose is to wedge caulking inwardly and upwardly from the outside within horizontal joints so that the protection against the weather will be increased.
Further purposes will appear in the specification and in the claims.
I prefer to illustrate a few forms only, selecting forms which are practical, eiective and inexpensive but which have been selected primarily because of their aptness in illustrating the invention.
Figure 1 is a fragmentary front elevation of a wall construction embodying my invention.
Figure 2 is a section of Figure 1 taken upon line Figure 2a is a fragmentary enlarged section corresponding to a portion of Figure 2.
Figure 3 is a, fragmentary section of Figure l taken upon line 3 3.
Figures 4, 5 and 6 are fragmentary sections corresponding generally to Figure 3 but showing modifications.
Figure 7 is a section corresponding nearly to Figure 2a but showing a modification.
In the drawing similar numerals indicate like parts.
In the construction shown I have illustrated risers Ill of metal (Figures 1 and 2) and II of wood (Figure 7) which are intended to serve the same general purpose and which will be used or varied according to the needs of the structure planned. 'I'he risers shown are intended for light buildings but are capable of being made very rigid and strong with the same forms of riser notwithstanding the lightness of the construction.
The risers comprise I-beams which are conveniently composite sections and are shown as formed in Figures 2 and 2a by placing shallow channels I2, I3 back to back and fastening them together in any convenient form. This may b'e done for example by spot welding or they may be held together by tie rods I4 threaded at their ends and fastened to the I-beam as by nuts I5, I8; one on one side of one channel and the other on the other side of the other channel. The detail of tie-rod placing, per se, is not intended to be claimed by me.
In Figure 7 the I-beam is built up from wooden studding I 'l at whose inner and outer longitudinal edges duplicate anges I8, I9 are secured. One edge only is shown. The ilanges are held to the studding edges by fastenings 20; so Ithat the flanges I8 and I9 in the wooden form find their counterpart in Figure 2.
Adjacent panel end edges (Figure 2a) are vertically grooved at 23 to receive iianges 2I and 22,
leaving panel vertical interior rims 24, 25 buttending edgewise against the webs 26 of the I- beams. The vertical side faces 21 of the rims 24 and 25 hug the inwardly directed faces 28 of the I-beam anges.
The outside rims 29 left on the outside 0f the grooves 23 are shorter laterally than the interior rims and are flared outwardly at 30, from the outer faces 3| of the anges. As a result the adjoining panels when fitted together on opposite sides of the double channel leave a vertical outwardly facing groove 32 wider adjacent the channel flanges than at the outside, to be lled with pointing material 33.
The panels shown are reversely formed along their top and b'ottom edges as seen in Figure 3. 'Ihe upper edge of the lower panel 34 presents an upwardly directed horizontal rib or tongue 35 forming the tongue to fit into downwardly facing groove 36 such as that seen at the bottom of the upper panel 31.
It will be noted that Figures 3 and 4 differ chieiiy in that in Figure 3 the upwardly facing shoulder 40 at the inside of the tongue 35 is not engaged by the downwardly facing surface 4I of the transversely extending rib 42, which rib forms the inner boundary of the groove 36. In Figure 4 the upwardly facing shoulder 40' is engaged by the downwardly facing surface 4I of the rib 42'.
In either form it is not the intention that there be vertical spaces at 38 and 39 on opposite sides of the tongue but merely that the tongue and groove llt be Aa sufficiently easy t so as to avoid splitting or injury to the tongue and to the Walls o1' the groove when material is used for the panel Vat the outside of the space.
- which would be likely to give trouble in this particular.
On the front or outside of the panel construction the rib 4l or 43', forming the outside wail limiting the groove, does not extend all the way down to the upwardly facing shoulder 44 and is sloped downwardly and outwardly at 45 to provide a wedge shaped space 48 which may be caulked at 41. The wedge shape helps hold the caulking material in. The caulking protects against the weather, forms a decorative pointing between the panels and re-enforces, stiil'ens and strengthens the entire structure.
Both vertical and horizontal joints are thus shown, the vertical joints being those between the flanges of the I-beam and vertical ribs and grooves in the vertical edges of the panels, seen in Figures 2 and 2l, and the horizontal surface of a lower panel and the adjoining lower horizontal surface of the next panel above. The joints have much in common but also have noticeable difierences.
' In Figure 5 the structure is quite similar to Figure 3 except that the upwardly facing shoulder 442 at the outside upon the lower panel slopes downwardly and outwardly, though not to the same extent as the face 45. The shoulder 442 is higher adjacent the tongue than is either upwardly facing shoulder in Figure 3 and higher than is the other shoulder in Figure 5. The slope of the shoulder 442 assists in clearing from water the space between the two tapered faces though the space is still wedge-shaped.
The form shown in Figure 6 resembles thatshown in Figure 3 somewhat, the most noticeable difference between them being that the side walls of the tongue and groove construction are tapered in Figure 6, as seen at 35' and 36' so as to give an upwardly facing tapered tongue within a downwardly facing tapered groove. The shoulders in this form are horizontal and the space between the right shoulder in` Figure 6 and the downwardly facing surface 45 is tapered asin Figure 3. The apex of the tapered tongue takes the weight of the panels above it.
I show a series of vertical I-beams arranged parallel in combination with panels adjacent the I-beams having grooves in the vertical edges of the panels within which the flanges of the I-beams fit, vertical ribs inside of the grooves and engaging the webs of the I-beams closely adjacent to the flanges and outer ribs outside of the flanges forming the outer walls of the grooves in the panels. 'Ihese outer walls are tapered so that with adjacent panels engaging the same I-beams a space is left between the ribs wider close to the I-beam flanges at the inside of the I-beam than I have also lled the space by pointing held in place by the wedgeshaped section of the space.
I show also a tongued and grooved horizontal panel joint in which the space to the front of the tongue is tapered so that its walls converge toward the front faces. of the panels and by this shape hold the pointing in.
It will be evident that part of my invention is shown in each of the constructions, that of the vertical joints seen in Figures 2 and 2l and that of the horizontal joints seen in Figures 3-6.
It will be evident also that my invention is in dependent of the height of the sh'oulders adja-l cent the tongues along the inside and outside of the upper edges of the panels, the shoulders being shown at equal height in Figure 3, withl the outer shoulder 44', lower than the inner shoulder in Figure 4. and with the outer shoulder 44 higher than the inner shoulder in Figure 5.
It will be evident also that the weight of the upper panel is taken by the tongue against the bottom of the groove in Figure 3 but permissibly by the inner rim and/or inner shoulder in Figure 4 or divided between the inner shoulder taking the weight of the inner rim or of the tongue taking the weight of the bottom of the groove in that gure. l
In view of my invention and disclosure variations and modifications to meet individual whim or particular need will doubtless become evident to others skilled in the art, to obtain all or part of the benefits of my invention without copying the structure shown, and I therefore, claim all such in so far as they fall within the reasonable spirit and scope of my invention.
Having thus described my invention what I claim as new and desire tov secure by Letters Patent is:
1. In wall Iconstruction, a plurality of I-beams having their webs parallel and spaced at intervals, eiective as risers, panels between the I- beams; each grooved at the vertical end faces to receive an I-beam flange and by the grooves divided vertically into inner and outer rims, the inner rims fitting the inner surfaces of A the flanges, and at its end edges fitting the adjacent I-,beam webs and the outer rims shorter laterally than the inner rims and under-cut at their edges so as between adjacent panels to provide tapered spaces wider adjacent the I-beam ilanges than at the outer surfaces of the panels, and illiing material within the tapered spaces held in by the taper and acting as pointing material.
2. In a wall, vertical supports spaced one from another, a, lower and an upper panel engaging them and having co-operating tongued and grooved horizontal edges, the tongue of the lower panel facing upwardly between adjacent shoulders, fitting Within ribs forming a, groove in the upper panel, bottoming within the groove, the rib limiting the outside of the panel groove not reaching down as far as the outside shoulder adjacent the tongue of the lower panel, and the space between the bottom face of the said outside rib and said shoulder being tapered s0 that its walls converge from the tongue to the outer faces of the panels, in combination with pointing material lling said space, the rib thus acting to wedge the pointing material inwardly.
3. In avwall having vertical risers, a plurality of panels supported in the risers, having their upper horizontal edges tongued, with adjacent inner and outer shoulders and the lower horizontal edges of the panels grooved, the grooves formed between inner and outer ribs having downwardly directed faces which in position are opposite respectively the inner and outer shoulders, the novelty which consists in that the lower face of the inner rib rests upon the inner shoulder, that the outer downwardly directed rib is shorter in height than the inner rib, and that the lower face of each 'outer rib slopes downwardly and outwardly, whereby a space is lei't between this downwardly directed sloping face and the opposite outer shoulder of the next pan beneath it in the wall.
4. In a wall having vertical risers, a plurality of panels supported in the risers, the upper horizontal edges of the risers being tongued, with adjacent inner and outer shoulders, and the lower horizontal edges of the cross section grooved, the grooves being formed between inner and directed face of the shoulder, whereby a downwardly and outwardly contracting space is left open at the outside, that this space is illled with pointing material and that the upper panel rests directly upon the lower panel at another point in the width of th panel to relieve the pointing oi pressure.
GEORGE W. DU LANEY.
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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2639606A (en) * 1947-01-03 1953-05-26 Jr Maurice Boss Precast reinforced masonry wall
US2699669A (en) * 1948-10-28 1955-01-18 United States Gypsum Co Hollow wall construction
US2742776A (en) * 1951-03-23 1956-04-24 Allied Chem & Dye Corp Building wall structure
US2863291A (en) * 1953-03-11 1958-12-09 Hochtief Ag Hoch Tiefbauten Reinforced dam
US3958384A (en) * 1972-11-17 1976-05-25 Naomitsu Megumi Structure assembled of the unit bodies having stone-like type shells and an insulating insert
US4047347A (en) * 1974-09-27 1977-09-13 Scheid Lloyd J Wall or ceiling panel construction
US4607467A (en) * 1982-04-27 1986-08-26 Roux Paul M M Underground room such as notably a cellar
US4841707A (en) * 1987-01-05 1989-06-27 Novoa Jose M Composite double or multiple wall
WO1998013561A1 (en) * 1996-09-26 1998-04-02 Kma Projektledning Building block
US20180245340A1 (en) * 2015-09-09 2018-08-30 Università degli Studi "G. D'Annunzio" Chieti-Pescara Building system with a load-resisting frame made of reinforced concrete or steel integrated with wooden infill panels

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2639606A (en) * 1947-01-03 1953-05-26 Jr Maurice Boss Precast reinforced masonry wall
US2699669A (en) * 1948-10-28 1955-01-18 United States Gypsum Co Hollow wall construction
US2742776A (en) * 1951-03-23 1956-04-24 Allied Chem & Dye Corp Building wall structure
US2863291A (en) * 1953-03-11 1958-12-09 Hochtief Ag Hoch Tiefbauten Reinforced dam
US3958384A (en) * 1972-11-17 1976-05-25 Naomitsu Megumi Structure assembled of the unit bodies having stone-like type shells and an insulating insert
US4047347A (en) * 1974-09-27 1977-09-13 Scheid Lloyd J Wall or ceiling panel construction
US4607467A (en) * 1982-04-27 1986-08-26 Roux Paul M M Underground room such as notably a cellar
US4841707A (en) * 1987-01-05 1989-06-27 Novoa Jose M Composite double or multiple wall
WO1998013561A1 (en) * 1996-09-26 1998-04-02 Kma Projektledning Building block
US20180245340A1 (en) * 2015-09-09 2018-08-30 Università degli Studi "G. D'Annunzio" Chieti-Pescara Building system with a load-resisting frame made of reinforced concrete or steel integrated with wooden infill panels

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