US2060892A - Sectional building - Google Patents

Sectional building Download PDF

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US2060892A
US2060892A US631617A US63161732A US2060892A US 2060892 A US2060892 A US 2060892A US 631617 A US631617 A US 631617A US 63161732 A US63161732 A US 63161732A US 2060892 A US2060892 A US 2060892A
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columns
wall sections
hollow
wall
flanges
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US631617A
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Charles L Pettit
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2451Connections between closed section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/246Post to post connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481Details of wall panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484Details of floor panels or slabs

Definitions

  • Fig. 1 is a broken elevation of a portion of a wall made up of various forms of wall sections.
  • Fig. 2 is an enlarged horizontal sectional view across the base portion of one of the columns and associated parts, as
  • Figs. 3 and 4 are on line 2-2 of Fig. 1.
  • Fig. 6 is a grille or louver portion a chambered section shown front elevation of the air intake t the lower end of the in Figs. 1 and 5.
  • Fig. 'l is a broken vertical sectional view through the wall as on line 1-1 of Fig. 1.
  • Fig. 8 is a broken horizontal sectional view illustrating details of line 8-8 of Fig. 1.
  • window structure as on Fig. 9 is another horizontal window detail as on line 9-9 of Fig. 1.
  • Fig. 10 is a broken vertical sectional view of window and panel Fig. 1.
  • Fig. 11 is a broken part details as on line lU--IIJ of sectional View illustrating a method of superposing hollow columns one on top of the other.
  • Fig. 12 is a cross sectional view illustrating an H form column instead column rst shown.
  • the columns may cross section as indicated be substantially square in in Fig. 2 and are shown as having welded or otherwise attache-d at bases 1932, Serial No. 631,617
  • the columns are connected, at top and bottom by the channels 20, 2l, Fig. '7, faced with the flanges of the same turned inwardly and secured to the columns as by bolts 22, Fig. 2, extended through angle brackets 23, which are welded in the ends of the channels, into screw seats 24 formed in the columns.
  • the wall sections i6, l1, etc. are in the nature of panels set into the rectangular frames so provided as above between the columns.
  • the spacing between the columns may vary in accordance with architectural requirements. At the left in Fig. 1, the spacing is such as to receive a door panel section, while the spacing at the right in this view is wider to receive double window panel sections. Irrespective of size, the panel sections are alike in being made up of hollow rectangular cross section framing 25, having offsets or shoulders 26, in the outer and inner faces of the same. These shouldered square section hollow frame members may be made up of tubing of the required shape, welded at the ends as indicated at 21 in Fig. 1, to form closed continuous dead air spaces.
  • These hollow frames may be broken up with various horizontal and vertical members to provide different architectural and lighting effects and desired spacing for windows, doors, solid wall panels, etc.
  • a horizontal transom bar 28 and extending from this down to the bottom bar of the frame, two vertical bars 29 dening the door opening, all of the same general hollow cross section as the frame bars 25 and welded or otherwise secured at opposite ends to form sealed dead air spaces.
  • the doors indicated generally at 3l) are suitably hinged on the framing thus provided, these doors beingY shown as having window lights 3l and kick plates 3
  • a solid sheet of panelling 33 is shown set in the framing, secured against the4 shoulders 26 as by welding or the like.
  • the wall section at the right in Fig. 1 is a combination section having both solid portions and window portions.
  • an intermediate horizontal bar corresponding to the transom bar at 28 previously described there is a single intermediate vertical bar 34, running from top to bottom of the frame, a horizontal bar 35 at window sill height and intermediate vertical bars 36 between the two horizontal bars, defining convenient size spaces for windows 31 and alongside such windows, the solid panels 38.
  • the spaces above the windows 31 and side panels 38 are closed by the solid panels 39.
  • Fig. 5 illustrates a channeled frame 42, secured as by welding Within the frame, below the sill bar 35 and Covered over at the inside by a chambered member 43, adapted to receive a radiator, air conditioning device, or the like.
  • the lower portion of the inset frame 42 is shown as forming a chamber 44 in communication at the top with the main chamber 43, by means of a slide or other form of damper 45, the same being designed as an air inlet chamber and therefore screened over at the front at 48 and protected by a suitable louver plate 41.
  • This compartment panel being constructed for air ow, may be lined with a suitable insulating material, such as indicated at 48.
  • the wall sections are fabricated at the factory from more or less standardized elements and are made up in unit sections to meet various architectural and building requirements. It is contemplated that more or less standardized wall sections may be made up and kept in stock, ready for immediate shipment to various points of assembly.
  • the columns are set on the foundation, connected by the top and bottom channels as before described, and when this framing is up, or, as it is being put up, the wall sections may be set in place.
  • the wall sections are mounted by placing them on the bottom channels 2
  • the hollow shouldered framing 25 is shown as cut away or open at 49, entirely about the eX- terior of the same to leave the spaced anges 50, 5
  • the lower hollow side of the frame is set down over the upper flange of the base channel 2
  • the columns as shown in Fig.
  • are shown in Fig. 7 welded or otherwise secured in the hollow of the frame at the top and bent up over the lower flanges of the upper channels 20.
  • Floor beams such as indicated at 62, Figs. 2 and 7, may be secured as by brackets 63 and bolts 64, to the spacing channels and the columns.
  • the ceiling is indicated at 65 in Fig. 1, provided as by means of gypsum blocks between the girders 62 and wall board or other ceiling nish secured to such blocks.
  • the caulking 51 is shown in Figs. 1 and 2 as extended continuously along the sides of the columns, past the ends of the base beams 2
  • Casement windows are indicated hinged at the inside ⁇ as at 66, in Fig. 8, so as to swing inwardly, the inside flanges 61 of such windows cooperating-with the inside shoulders of the frame and the outside anges 68 of the window sash cooperating with weathering 69, carried in the troughs of stop frames 18, secured in the framing by screws 1
  • Sheet metal strips 12 are shown also held by the screws in position fastening the weathering in place.
  • Screens 13 or the like may be mounted as by hinges 14 or equivalent against the outside shoulders of the framing, over the window spaces.
  • Fig. l1 For superposing one column length on top of another, the structure illustrated in Fig. l1 may be employed, where a cap plate 15 is shown secured by inside flanges 16, closing the top of the hollow column and carrying an upstanding angular flange 11,over which the lower end of an upper column section I5 is slipped and secured in place as by screws 18.
  • a construction such as shown in Fig. l2 may be employed, involving H beams 19, having cover plates 80, 8
  • ferrules such as indicated at 82, Figs. 1, 2, 7 and 8, may be welded or otherwise secured in position eX- tending across or through the columns or hollow panel sections.
  • the columns, beams and Wall sections may be painted, covered with'a cement, or given any other suitable treatment.
  • a suitable wall trim may be added. illustration, hollow column covers are shown at 83, extending up over the inner portions of the columns, these being out away at the bottom to meet the hollow wall baseboards 84, these combining to provide vertically and horizontally extending chases or wire raceways.
  • column base cover plates such as indicatedat 85.
  • the hollow columns, column-spacing beams or channels, floor girders, substantially square shouldered frame bars, and panels or spandrels are all relatively simple, inexpensive structural members, light in weight but strong and durable.
  • the frame bars are readily made up at the factory into frames of the required sizes and shapes, having the necessary horizontal and vertical intermediates to provide door and Window openings, panels for architectural eifects, etc., door and In the i lwindow sills, window mullions and the like.
  • the wall sections as made up at the factory are all insulated with closed dead air spaces and when assembled with the columns, the open channels about the wall sections form in conjunction with the columns and beams, closed dead air spaces, so that sufficient insulation is afforded without using special llings of wall insulating materials.
  • insulating materials may be filled into the wall spaces, either in solid blocks or in loose form.
  • the cross beams form supporting sills for the wall sections and the vertical members of the wall sections are stepped directly on said sills through the medium of the blocks 52, so as to be capable of carrying vertical loads.
  • the wall sections are quickly and easily attached to the columns and the structure as a whole can be assembled in short time by ordinary labor.
  • the wall sections are mounted so as to allow for necessary expansion and contraction and are sealed so as not to open up joints in such expansion and contraction.
  • the dead air spaces constitute the most effective form of thermal insulation, making the structure particularly suited for dwellings.
  • the spandrel panels may be of glass or other materials than metal. Heating or cooling units, Ventilating devices or the like, may be readily mounted in desired locations in the wall sections or chambers simply be provided therefor, ready to receive such devices when the parts are assembled.
  • the design is suiciently flexible to meet various architectural and ornamental requirements.
  • the solid panels such as indicated at 38 in Fig. 9, may be secured by welding in the shouldered seats of the frame bars, so as to form the solid or closed portions of the wall.
  • the open troughs about the frames of the wall sections are closed and sealed by the surrounding structure and hence form closed dead air spaces, equivalent in effect to the dead air spaces throughout the other portions of the wall sections.
  • the blocks 52, Figs. 1 and '7, may be welded or otherwise secured in the open trough along the bottom of the wall sections, in line with the verticals of the frame and may have one or a number of screw seats therein to receive the fastening bolts 52', which are passed up through the lower sill member or column spacing beam 2
  • a sectional building comprising hollow columns, beams connecting the same in spaced relation, unitary wall sections completely filling the spaces between the columns and column spacing beams, means for securing said unitary wall sections to the columns with slipl joints allowing for expansion and contraction and means for sealing the wall sections in position and arranged to permit the necessary expansion and contraction of said slip joints.
  • a unitary wall section comprising a frame open about the outside of the same and having about the outside of the same spaced flanges to receive portions of adjoining structure, said frame having intermediate hollow bars of rectangular cross section shouldered at opposite sides of the Wall section and sealed at their ends to form closed insulating air spaces, and doors, window and panel units set into said shoulders of the intermediate framing.
  • a sectional building comprising hollow columns, beams connecting said columns at top and bottom, preformed unitary wall sections completely closing the spaces between said columns and beams, said wall sections having intermediate horizontal and Vertical hollow rails and bars dening door and window and panel spaces, said wall sections being hollow and having closed dead air spaces providing insulation between the inner and outer faces of the wall sections and means for securing and sealing the wall sections to said columns and beams with allowances for necessary contraction and expansion.
  • a sectional building comprising columns having spaced iianges on the side of the same, unitary wall sections having anges cooperatively related to said column flanges, means for securing the inside flanges of the wall sections to the inside flanges of the. columns, the outside iianges of the columns and wall sections cooperating to form caulking pockets and caulking material engaged in said pockets.
  • a sectional building comprising columns having spaced flanges on the side of the same, unitary wall sections having anges cooperatively related to said column flanges, means for securing the inside anges of the wall sections to the inside flanges of the columns, the outside flanges of the columns and wall sections cooperating to form caulking pockets and caulking material engaged in said pockets, said securing means for the inside flanges including slotted connections enabling expansive and contractive movements of the wall sections and the flanges at the caulking pockets described being disposed for relative movement in such contractive and expansive action.
  • a sectional building comprising hollow columris, unitary hollow wall sections engaged with said columns and comprising hollow framing with spaced flanges at the outside of the sections engaged with said hollow columns, said hollow framing including intermediate horizontal and vertical rectangular tubing with indented corners providing inset shoulders at the opposite sides of the wall sections, said vertical and horizontal intermediate framing being disposed to outline transom, window and base frames and transom window and base panel elements secured in said transom, window and base frames on said inset shoulders.
  • a sectional building comprising in combination, hollow vertical columns, horizontal beams connecting the same and defining frames for wall sections and wall sections of a size to t in said frames, comp-rising hollow framing and attached wall panels spaced to form sealed air spaces in the wall, means securing said wall sections in the frames defined by the columns and beams and including fastenings permitting expansion and contraction between said wall sections and the framing therefor and means for sealing said expansion joints thus provided between said wall sections and framing.

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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

Nov. 17, 1936.
c. l.. PETTIT SECTIONAL BUILDING Filed Sept. 5, 1932 2 Sweets-Sheet 1 @iff INVENTOR f//A/P SAMU/7 BY X ATT RNEY Nov. 17, 1936. c. l.. PETTIT SECTIONAL BUILDING Filed Sept. 3, 1952 2 Sheets-Sheet 2 INVENTOR W @QAM LM m 5 h A UNITED STATES PATENT OFFICE 2,060,892 SECTIONAL BUILDING Charles L. Pettit, New York, N. Y.
The objects quick construction of Application September 3,
8 Claims.
of this invention are to enable the dwellings and other forms of buildings, in accordance with desired architectural features and to provide the elements for such structures in the form of more or less standardized units of relatively light but durable construction, which can be manufactured at low cost and then be readily assembled at the point labor.
The various novel features which the foregoing and are attained are set ication, illustrated in ings and broadly covered In the drawings,
shipped, handled and of erection by ordinary of the invention by other desirable objects forth in the following specthe accompanying drawin the claims.
Fig. 1 is a broken elevation of a portion of a wall made up of various forms of wall sections.
Fig. 2 is an enlarged horizontal sectional view across the base portion of one of the columns and associated parts, as
Figs. 3 and 4 are on line 2-2 of Fig. 1.
broken views illustrating details at the head and foot portions of one of the columns.
line 5-5 of Fig. 1.
Fig. 6 is a grille or louver portion a chambered section shown front elevation of the air intake t the lower end of the in Figs. 1 and 5.
Fig. 'l is a broken vertical sectional view through the wall as on line 1-1 of Fig. 1.
Fig. 8 is a broken horizontal sectional view illustrating details of line 8-8 of Fig. 1.
window structure as on Fig. 9 is another horizontal window detail as on line 9-9 of Fig. 1.
Fig. 10 is a broken vertical sectional view of window and panel Fig. 1.
Fig. 11 is a broken part details as on line lU--IIJ of sectional View illustrating a method of superposing hollow columns one on top of the other.
Fig. 12 is a cross sectional view illustrating an H form column instead column rst shown.
Reference is first a wall made upof approximately the height made of the square hollow to Fig. 1, which shows hollow vertical columns l5,
of one floor, spaced desired distances apart and having set between them standard wall sections I6, I1,
The columns may cross section as indicated be substantially square in in Fig. 2 and are shown as having welded or otherwise attache-d at bases 1932, Serial No. 631,617
i8, which may be set directly on the building foundation I9.
The columns are connected, at top and bottom by the channels 20, 2l, Fig. '7, faced with the flanges of the same turned inwardly and secured to the columns as by bolts 22, Fig. 2, extended through angle brackets 23, which are welded in the ends of the channels, into screw seats 24 formed in the columns.
The wall sections i6, l1, etc., are in the nature of panels set into the rectangular frames so provided as above between the columns.
The spacing between the columns may vary in accordance with architectural requirements. At the left in Fig. 1, the spacing is such as to receive a door panel section, while the spacing at the right in this view is wider to receive double window panel sections. Irrespective of size, the panel sections are alike in being made up of hollow rectangular cross section framing 25, having offsets or shoulders 26, in the outer and inner faces of the same. These shouldered square section hollow frame members may be made up of tubing of the required shape, welded at the ends as indicated at 21 in Fig. 1, to form closed continuous dead air spaces.
These hollow frames may be broken up with various horizontal and vertical members to provide different architectural and lighting effects and desired spacing for windows, doors, solid wall panels, etc. Thus in the door section at the left in Fig. l, there is a horizontal transom bar 28 and extending from this down to the bottom bar of the frame, two vertical bars 29 dening the door opening, all of the same general hollow cross section as the frame bars 25 and welded or otherwise secured at opposite ends to form sealed dead air spaces. The doors indicated generally at 3l), are suitably hinged on the framing thus provided, these doors beingY shown as having window lights 3l and kick plates 3|' of suitable ornamental design set therein and narrow side frames at the opposite sides of the door with fixed window lights 32. Above the transom bar, a solid sheet of panelling 33 is shown set in the framing, secured against the4 shoulders 26 as by welding or the like.
The wall section at the right in Fig. 1 is a combination section having both solid portions and window portions. Here, in addition to an intermediate horizontal bar corresponding to the transom bar at 28 previously described, there is a single intermediate vertical bar 34, running from top to bottom of the frame, a horizontal bar 35 at window sill height and intermediate vertical bars 36 between the two horizontal bars, defining convenient size spaces for windows 31 and alongside such windows, the solid panels 38. The spaces above the windows 31 and side panels 38 are closed by the solid panels 39.
The spaces below the Sill bar 35 are shown as closed by solid panel 48 and by a chambered panel 4|. rThe construction of the latter is shown more fully in Fig. 5, which illustrates a channeled frame 42, secured as by welding Within the frame, below the sill bar 35 and Covered over at the inside by a chambered member 43, adapted to receive a radiator, air conditioning device, or the like. The lower portion of the inset frame 42 is shown as forming a chamber 44 in communication at the top with the main chamber 43, by means of a slide or other form of damper 45, the same being designed as an air inlet chamber and therefore screened over at the front at 48 and protected by a suitable louver plate 41. This compartment panel, being constructed for air ow, may be lined with a suitable insulating material, such as indicated at 48.
The wall sections are fabricated at the factory from more or less standardized elements and are made up in unit sections to meet various architectural and building requirements. It is contemplated that more or less standardized wall sections may be made up and kept in stock, ready for immediate shipment to various points of assembly. At the building location, the columns are set on the foundation, connected by the top and bottom channels as before described, and when this framing is up, or, as it is being put up, the wall sections may be set in place.
The wall sections are mounted by placing them on the bottom channels 2| and securing them to the upperchannels 28 and to the columns.
The hollow shouldered framing 25 is shown as cut away or open at 49, entirely about the eX- terior of the same to leave the spaced anges 50, 5|, about the outside and inside faces of the frame for cooperation with the surrounding structure. Thus, as shown in Fig. 7, the lower hollow side of the frame is set down over the upper flange of the base channel 2|, with blocks 52, in line with the vertical members of the frame secured on the channel by bolts 52 and with the inturned edges 53 of the outside flanges 58 overlapping the faces of channels 20 and 2|. At the columns, as shown in Fig. 8, these inturned flanges 53 are entered into pockets enclosed by the angulaianges 54, on the side of the column and the inside anges 5|, abut against flange strips 55, on the columns to which they are sesured by screws or bolts 56. Suitable caulking 51 is placed in the flange pockets described, to seal the vertical joints between the frames and columns at the outside of the structure, Fig. 8 and similar caulking as indicated at, 58 in Fig. 7, may be provided at the horizontal joints between the frame and channels connecting the columns. This caulking permits expansion and contracting of the frames in accordance with variations in temperature and to allow for such changes, the bolts 56 securing the frames to the columns may work through slots 59, Fig. 8, provided in the column flanges 55. To prevent spreadingl or other bending of the separated anges about the outside of the frame, these may be connected in their spaced relation by the welded or otherwise secured stays 88, Fig. 8.
Bendable clips 6| are shown in Fig. 7 welded or otherwise secured in the hollow of the frame at the top and bent up over the lower flanges of the upper channels 20.
Floor beams, such as indicated at 62, Figs. 2 and 7, may be secured as by brackets 63 and bolts 64, to the spacing channels and the columns.
The ceiling is indicated at 65 in Fig. 1, provided as by means of gypsum blocks between the girders 62 and wall board or other ceiling nish secured to such blocks.
The caulking 51 is shown in Figs. 1 and 2 as extended continuously along the sides of the columns, past the ends of the base beams 2| and the upper beams 20, so as to provide continuous seals between the columns and wall sections adapted to keep the joints tight regardless of contraction and expansion and possible variations due to settling of the foundation, etc.
Casement windows are indicated hinged at the inside `as at 66, in Fig. 8, so as to swing inwardly, the inside flanges 61 of such windows cooperating-with the inside shoulders of the frame and the outside anges 68 of the window sash cooperating with weathering 69, carried in the troughs of stop frames 18, secured in the framing by screws 1|. Sheet metal strips 12 are shown also held by the screws in position fastening the weathering in place. Screens 13 or the like may be mounted as by hinges 14 or equivalent against the outside shoulders of the framing, over the window spaces.
For superposing one column length on top of another, the structure illustrated in Fig. l1 may be employed, where a cap plate 15 is shown secured by inside flanges 16, closing the top of the hollow column and carrying an upstanding angular flange 11,over which the lower end of an upper column section I5 is slipped and secured in place as by screws 18.
In place of hollow square columns, a construction such as shown in Fig. l2 may be employed, involving H beams 19, having cover plates 80, 8|, secured over the opposite outer and inner faces of the same to produce the equivalent hollow effect of the square columns.
To pass wiring, pipes, or the like, through the columns or panel structures without opening the closed dead air spaces within the same, ferrules such as indicated at 82, Figs. 1, 2, 7 and 8, may be welded or otherwise secured in position eX- tending across or through the columns or hollow panel sections.
At the outside, the columns, beams and Wall sections may be painted, covered with'a cement, or given any other suitable treatment. At the inside, a suitable wall trim may be added. illustration, hollow column covers are shown at 83, extending up over the inner portions of the columns, these being out away at the bottom to meet the hollow wall baseboards 84, these combining to provide vertically and horizontally extending chases or wire raceways.
The joints between the lower ends of the column covers and abutting ends of the wall baseboards may be covered by column base cover plates such as indicatedat 85.
The hollow columns, column-spacing beams or channels, floor girders, substantially square shouldered frame bars, and panels or spandrels are all relatively simple, inexpensive structural members, light in weight but strong and durable. The frame bars are readily made up at the factory into frames of the required sizes and shapes, having the necessary horizontal and vertical intermediates to provide door and Window openings, panels for architectural eifects, etc., door and In the i lwindow sills, window mullions and the like. The wall sections as made up at the factory are all insulated with closed dead air spaces and when assembled with the columns, the open channels about the wall sections form in conjunction with the columns and beams, closed dead air spaces, so that sufficient insulation is afforded without using special llings of wall insulating materials. If desired, however, insulating materials may be filled into the wall spaces, either in solid blocks or in loose form. The cross beams form supporting sills for the wall sections and the vertical members of the wall sections are stepped directly on said sills through the medium of the blocks 52, so as to be capable of carrying vertical loads. The wall sections are quickly and easily attached to the columns and the structure as a whole can be assembled in short time by ordinary labor. The wall sections are mounted so as to allow for necessary expansion and contraction and are sealed so as not to open up joints in such expansion and contraction. The dead air spaces constitute the most effective form of thermal insulation, making the structure particularly suited for dwellings. The spandrel panels may be of glass or other materials than metal. Heating or cooling units, Ventilating devices or the like, may be readily mounted in desired locations in the wall sections or chambers simply be provided therefor, ready to receive such devices when the parts are assembled. The design is suiciently flexible to meet various architectural and ornamental requirements.
The solid panels, such as indicated at 38 in Fig. 9, may be secured by welding in the shouldered seats of the frame bars, so as to form the solid or closed portions of the wall. As will be clear from Figs. 'l and 8, when the wall sections are set up and the caulking applied, the open troughs about the frames of the wall sections are closed and sealed by the surrounding structure and hence form closed dead air spaces, equivalent in effect to the dead air spaces throughout the other portions of the wall sections.
The blocks 52, Figs. 1 and '7, may be welded or otherwise secured in the open trough along the bottom of the wall sections, in line with the verticals of the frame and may have one or a number of screw seats therein to receive the fastening bolts 52', which are passed up through the lower sill member or column spacing beam 2|.
What is claimed is: n
l. A sectional building, comprising hollow columns, beams connecting the same in spaced relation, unitary wall sections completely filling the spaces between the columns and column spacing beams, means for securing said unitary wall sections to the columns with slipl joints allowing for expansion and contraction and means for sealing the wall sections in position and arranged to permit the necessary expansion and contraction of said slip joints.
2. As a new article of manufacture, a unitary wall section comprising a frame open about the outside of the same and having about the outside of the same spaced flanges to receive portions of adjoining structure, said frame having intermediate hollow bars of rectangular cross section shouldered at opposite sides of the Wall section and sealed at their ends to form closed insulating air spaces, and doors, window and panel units set into said shoulders of the intermediate framing.
3. A sectional building comprising hollow columns, beams connecting said columns at top and bottom, preformed unitary wall sections completely closing the spaces between said columns and beams, said wall sections having intermediate horizontal and Vertical hollow rails and bars dening door and window and panel spaces, said wall sections being hollow and having closed dead air spaces providing insulation between the inner and outer faces of the wall sections and means for securing and sealing the wall sections to said columns and beams with allowances for necessary contraction and expansion.
4. A sectional building comprising columns having spaced iianges on the side of the same, unitary wall sections having anges cooperatively related to said column flanges, means for securing the inside flanges of the wall sections to the inside flanges of the. columns, the outside iianges of the columns and wall sections cooperating to form caulking pockets and caulking material engaged in said pockets.
5. A sectional building comprising columns having spaced flanges on the side of the same, unitary wall sections having anges cooperatively related to said column flanges, means for securing the inside anges of the wall sections to the inside flanges of the columns, the outside flanges of the columns and wall sections cooperating to form caulking pockets and caulking material engaged in said pockets, said securing means for the inside flanges including slotted connections enabling expansive and contractive movements of the wall sections and the flanges at the caulking pockets described being disposed for relative movement in such contractive and expansive action.
6. In sectional building construction, the combination of hollow columns, unitary hollow wall sections filling the spaces between the columns, said columns and wall sections having closed dead air spaces and ferrules for wiring and the like, extending through said dead air spaces but closed in respect thereto and whereby wiring and the like, may be extended through the hollow structure of the columns and wall sections without opening up the dead air spaces aforesaid.
'7. A sectional building, comprising hollow columris, unitary hollow wall sections engaged with said columns and comprising hollow framing with spaced flanges at the outside of the sections engaged with said hollow columns, said hollow framing including intermediate horizontal and vertical rectangular tubing with indented corners providing inset shoulders at the opposite sides of the wall sections, said vertical and horizontal intermediate framing being disposed to outline transom, window and base frames and transom window and base panel elements secured in said transom, window and base frames on said inset shoulders.
8. A sectional building, comprising in combination, hollow vertical columns, horizontal beams connecting the same and defining frames for wall sections and wall sections of a size to t in said frames, comp-rising hollow framing and attached wall panels spaced to form sealed air spaces in the wall, means securing said wall sections in the frames defined by the columns and beams and including fastenings permitting expansion and contraction between said wall sections and the framing therefor and means for sealing said expansion joints thus provided between said wall sections and framing.
CHARLES L. PETTIT.
US631617A 1932-09-03 1932-09-03 Sectional building Expired - Lifetime US2060892A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2961940A (en) * 1957-06-13 1960-11-29 Ernest J Kump Building module
US4022461A (en) * 1975-02-21 1977-05-10 Steven Clay Harris Stage prop
US5046293A (en) * 1988-04-08 1991-09-10 Yoshida Kogyo K. K. Arrangement for mounting a window unit to a building frame
US5131199A (en) * 1990-08-10 1992-07-21 V.I.E.W.S., Inc. Architectural window system with interchangeable sashes

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2961940A (en) * 1957-06-13 1960-11-29 Ernest J Kump Building module
US4022461A (en) * 1975-02-21 1977-05-10 Steven Clay Harris Stage prop
US5046293A (en) * 1988-04-08 1991-09-10 Yoshida Kogyo K. K. Arrangement for mounting a window unit to a building frame
US5131199A (en) * 1990-08-10 1992-07-21 V.I.E.W.S., Inc. Architectural window system with interchangeable sashes

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