US1749166A - Building construction - Google Patents
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- US1749166A US1749166A US116053A US11605326A US1749166A US 1749166 A US1749166 A US 1749166A US 116053 A US116053 A US 116053A US 11605326 A US11605326 A US 11605326A US 1749166 A US1749166 A US 1749166A
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- blocks
- posts
- block
- building
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
Definitions
- My invention relates to-buildings and particularly tobuildings of the type that are built mainly from materials molded, cut or formed to standardized'sizes at a place reings are to be erected.
- the invention has among its other objects the production of buildings of the kind described which are of substantial construction and may be erected with a minimum of labor.
- a particular object of the invention is to provide buildings of the kind described which are formed largely of substantially fire-proof materials.
- Another particular object of the invention is to provide improved buildings of the kind described which may be dismantled and then erected upon other sites.
- One form of the invention is embodied in a dwelling house of which the foundation and outer walls are formed from molded concrete posts and slabs of standardized sizes, improved girder construction being employed to support a floor comprising sub-flooring formed in panels which are alsoof standardized sizes. Roof trusses quickly attachable to the walls support a roof formed of panels bolted to the trusses and dormer windows of unit construction are also bolted to the 30 trusses.
- the porches are assembled from precast niembers.
- Fig. 1 is a front elevation of a building embodying the invention
- Fig. 2 is a side elevation of the improved building
- Fig. 3 is a section taken on line 33 of Fig. 2;
- Fig. 4 is a fragmentay plan section taken through the basement of the building
- Fig. 5 is a perspective View of one of the Fig. 6 is a fragmentary perspective view showing the details of construction of the foundation of the building and the details of construction of the floor beams and joists;
- Fig. 7 is a section taken on line 77 of Fig. 6;
- Fig. 8 is a section taken on line 88 of Fig. 6; i
- Fig. 9 is a plan View of one of the blocks forming the foundation.
- Fig. 10 is a side elevation of shown in Fig. 9; 1
- Fig. 11 is an end elevation of the blocks shown in'Fig. 9;
- FIG. 12 is asection taken on line 12-12 of Fig. 13 is a horizontal section taken through a window embodying one form of the invention
- Fig. 14 is a section taken on line 1414 v of Fig. 13
- ⁇ Fig. 15 is'a detail of one of the upright posts employed in the walls of the building;
- Fig. 16 is a perspective View of one of the slabs employed to form the Walls of the building; v i
- Fig. 17 is a fragmentary plan elevation of .a foundation embodying another form of the invention.
- Fig. 18 is a fragmentary side elevation of the foundation shown in Fig. 17;
- Fig. 19 is a section taken on line 1919 of Fig. 18;
- Fig. 20 is a plan elevation of one of the blocks employed in the foundation shown in Fig. 17
- Fig. 21 is an end elevation of the block shown in Fig. 20;
- Fig. 22 is a section taken on line 2222 of Fig. 20;
- Fig. 23 is a side elevation of another of the blocks employed in the foundation shown in .Fig. 17;
- Fig. 2 is a plan elevation of'the shown in Fig. 23;
- Fig. is a section taken on line 2525 of Fig. 23;
- Fig. 26 is a plan elevation of still another block employed in the foundation shown in Fig. 17; a
- Fig. 27 is a section taken on line 27-27 of Fig. 26;
- Fig. 28 is a plan view of one of the top corner blocks employed in the foundation shown in Fig. 17; j
- - Fig. '29 is a side elevation of the block shown in Fig. 28;
- Fig. 30 is a plan view of another corner block employed in the foundation shown in Fig. 17
- Fig. 31 is a side elevation of the block shown in Fig 30.
- Fig. 32 is a plan view of another block employed in the foundation shown in Fig. 17.
- the reference character '70 indicates a footing which supports the walls 72 of a basement 73, the walls 72, in turn, supporting a longitudinal girder 74 and cross girders 75 (see Fig. 6).
- the cross girders 7 5 are formed with shoulders 76 adapted to support joists 77 to which sub-flooring 78 is secured, flooring 79 being laid upon the sub-flooring 78.
- the building comprises front and rear walls 80 and 81, respectively, and side walls 82 and 83, each-of the front, rear and side walls preferably comprising piers or posts 84 disposed intermediate the ends of the walls, and corner piers or posts 85 disposed at the corners of the dwelling. Interposed between the posts 84 and between the corner posts 85 and the adjacent posts 84 are slabs 88.
- the building is provided with a plurality of French windows 89 and doors 91 which are substantially of the same construction as the French windows 89.
- roof trusses 106 which comprise ceiling joists or beams 107 and rafters 108, or the equivalents for the purpose, the rafters being adapted to support the roof which is preferably formedfrom a plurality of panels 110.
- thefootings 70 and 116 are first formed and leveled in any suitable manner after which the basement walls 72 and the piers or posts 118 are erected thereupom
- the walls 72 are preferably formed from a plurality of blocks and posts which are so manufactured that like members are interchangeable.
- the posts 118 are also interchangeable and both the posts 118 and the posts and blocks constituting the walls 72 are preferably formed from concrete or the equivalent, the members being molded in any desired quantities. permits a supply of them to be kept in a warehouse or the like so that when a dwelling is to be erected it is only necessary to ship the necessary number of members to the site upon which the building is to be erected.
- each wall 72 is formed from a plurality of superimposed blocks 120, 121 and 122 and a plurality of posts 124'interp0sed between-the ends of the blocks.
- the corners formed by the walls 72 are constructed from the blocks 122, the uppermost block 122 of each corner. being narrower than the blocks beneath it.
- the blocks are superimposed most block's 120 will hereinafter be referred to as the blocks 120*.
- the blocks 120 in dea tail in Figs. 9 to 12, inclusive, and it will be noted that the block is provided with longitudlnal grooves 126 in its upper and lower faces, which grooves extend from end to end This of the block and communicate with each other through bores 127 formed through the block. It will also be noted that a substantially V- shaped notch 128 is formed in each end of the block so that when a plurality of blocks are arranged end to end space is provided for the posts 124 which are secured in place by grout, or the equivalent, the grout being indicated at 130. This construction securely locks the blocks 120 and. 120 in their assembled positrons, the blocks 120 being also provided with V-shaped notches 128 and with longitudinal grooves 126 in their lower faces.
- Sticks or rods may be inserted into the walls through the bores 127 to hold the blocks in aligmnent, or the sticks or rods may be positioned to project from the lowermost blocks after they have been correctly placed upon the footing and the remaining blocks may be afterwards positioned upon the lower blocks in such manner that the sticks or rods project through them, thus holding the blocks in alignment while the walls are being built.
- Pitch may be spread between the "blocks to I form water-tight joints, but in the preferred embodiment of the invention the flat bottom surface of one block is placed in actual conto secure them to each other, and to form water-tight joints between the blocks.
- the upper surfaces of the blocks 120 are provided with grooves 132 'by members 7 5 screw-threaded into the tubuadapted to receive the lower edges of the slabs 88.
- the blocks 122 are also formed with V- shaped notches 128 in their ends and are provided with longitudinal grooves 126 which members of a window frame 139 may be posicommunicate with each other through bores 127.
- the uppermost blocks 122 are provided with grooves 132 adapted to receive the lower edges of the slabs 88.
- Pitch or grout may be-placed in the grooves 132 to form watertight joints.
- the posts 124 are preferably securedin place by wedges which permit the remainder of the building to be erected while the grout surrounding the posts is drying.
- One or more windows 134 may be provided in the walls 72, if it is so desired (see Figs. 4 and 5).
- a space for the dormer window may be provided by leavin out some of-the blocks 120 between two ad acent blocks 124.
- Vertically disposed members 135 are then positioned against the adjacent posts 124 as illustrated in Fig. 5, the members '135 preferably resting upon the lowermost block 120 which is preferably left in place.
- the members'135 are adapted to support the block 120 which is grooved to receive the lower edge of the slab 88 disposed above the window.
- each window 134 is preferably provided with a window sash 140.
- the cross girders 75 are preferably formed with shoulders 76 to support the joists 7 7
- Each cross girder 7 5 is formed from concrete, as indicated in Fig. 8, and is preferably provided with ametallic sheath 142 in which the concrete may be poured. If desired, reinforcing rods 144, or the equivalent, may be embedded in the concrete.
- the outer end of each cross girder 75 abuts against the blocks 120 and are preferably spaced so as to lie in alignment with the osts 124, the'cross girders resting upon the locks 120 disposed immediately below the blocks 120.
- the cross girders are preferably provided with shoulders 145' which engage the blocks 120.
- Tubu- I lar members 7 5* are preferably embeddedin the lower surface of the cross girders so that slabs or sheets of asbestos 7 5 or the equlvalent may be fastened thereto to form a ceiling for the basement. This will provide a dead air space beneath the flooring.
- the sheets 7 5 are secured to the tubular members lar members.
- the longitudinal girder 7 4 may be of any suitable shape andis preferably formed from concrete, which is poured in place after the cross girders 75 have been correctly posi tioned with respect to the walls 72.
- the joists 77 are set in place.
- the joists 77 may also be formed of concrete, if it is so desired, but in Fig. 6 I have illustrated them as beams' of wood. These may be cut to size at a factory or warehouse and shipped in the required numbers.
- the sub-flooring 78 may comprise planks nailed directly to the joists 77, as illustrated in Fig. 3, the flooring 79 being subsequently laid upon the sub-flooring 78.
- Fig. 15 I have shown one of the piers or posts 84 and it will be noted that it is provided with longitudinal grooves 162 adapted to receive the side edges of the associated panels 88.
- window frames or door frames are adapted to cooperate with bolts or screws 169 to secure the wall-board to the posts.
- the members 168 and the screws 169 may also be emplo ed to secure the window frames or door rames to the posts.
- the posts 84 and 85 are preferably provided with pins 84 adapted to be inserted in the posts or blocks upon which they rest.
- the check rail window shown in Fig. 13 preferably comprises a frame 198 secured to the adjacent posts 84 by means of the inserts 166 and the tubular members 168 and the screws 169.
- Upper and lower sashes 200 and 201 are slidably mounted in the frame 198,the frame being formed to provide boxes 203 in which, weights 204 may be disposed.
- the check rail windows are preferably of mill construction and are so designed that they may be assembled with the posts 84 with a minimum of fitting.
- I preferably rovide relatively short slabs 205 which may e positioned beneath the frames 198 and designed so that their edges may project the invention I may i into the grooves 162 of the posts 84 and into the grooves 132 of the blocks 120 (see Fig. 14).
- Each block 205 is preferablyprovided with an outwardly projecting flange 206 which forms a sill for the associated window, and. a block 180 is suspended from the plate 181 to fill in the space above the window.
- each roof truss preferably comprises a plurality of complementary sections, each of which comprise one of the rafters 108 and one of the ceiling beams or joists 107.
- One end of the joist is secured to one end of the rafter by a gusset plate 220 or the equivalent.
- the other end of the joist is connected to the other end of the rafter by a strut 221, which has one of its ends secured to the rafter by an angle plate 222 and has the other of its ends secured to the joist by an angle plate 223.
- the complementary sections of each roof truss may be-secured to each other by bolts 225 or the equivalent passed through the angle plates 222 and 223 (see Fig. 3).
- the embodiment of the invention illustrated in Fig. 3 the embodiment of the invention illustrated in Fig. 3, the
- the spacing of the roof trusses 106 is substantially identical to the spacing of the posts 84 so that each end of the roof trusses may be positioned above one of the posts, the plate 181 being interposed between the roof trusses and the post.
- FIGs. 17 to 32, inclusive I have shown another form of the invention embodied in blocks adapted to form the walls of the basement, these walls being positioned upon a footing 70, ,which resembles the aforementioned footing 70.
- Figs. 17, l8and 19 I have indicated walls 315 resting upon the footing 7 0.
- the corners of the walls are formed by blocks 316 and 317, the blocks 316 being superimposed u n the footin 70 and upon each other, and the block 317 eing supported by the upper blocks 316.
- each block316 has a polygonal ripening 318 extending therethrough and is provided with substantially V-shaped notches 319.
- each lock 316 Downwardly extending In S 320 projecting from the lower side of each lock 316 are adapted to be seated in spaced grooves 322 formed in the footing 7 0*, pitch or grout 324 being employed to secure the blocks upon the'footlng.
- pitch or grout 324 being employed to secure the blocks upon the'footlng.
- only the lowermost blocks 31.6 have their lugs 320 insertedan the grooves 322.
- Projecting upwardly from each block 316 are lugs 325 adapted to'enter the space between the lugs 320 on the next higher block 316.
- Eachblock 317 is provided with a polygonal opening 327 adapted to be aligned with the poly onal openings 318 in the blocks 316 (see Fi s.
- Each block 317 is also provi ed w1th substantially V-shaped notches 328 adapted to register with the V-shaped notches 319 of the blocks 316, and each block 317 is provided with downwardly extending lugs 329 between which the lugs 325 of the uppermost block 316 may be inserted.
- Grout or pitch may be employed to secure the blocks 316 and 317 to each other.
- a post 331 may be inserted in the aligned openings 318 and 327 ateach corner of the building, the post being adapted to rest upon the footing
- the post 331 is provided with a bore 333 in its upper end into which the dowel pin 84 of post 85 may be inserted.
- each block 335 Horizontally aligned with each block 316 and disposed adjacent thereto is a block 335 having a tapering end 336 positioned in one of I the V-shaped notches 319 of the aligned block 316.
- the other end of each block 335 is provided with a substantially V- shaped notch 337 and is formed with a relatively. deep notch 338 in its lower surface to provide downward extending lugs 339 adapted to enter the grooves 322 in the footing 70".
- the blocks 335 is superimposed upon another block 335,
- the other end of the block 342 is provided with a V-shaped notch 344 adapted tobe aligned with the V-shaped notches in the blocks 335 positioned below. Adjacent the V-shaped notch 344 is a notch 346, the purpose of which will presently appear. It will be noted that the block 342 is provided with a groove 347 adapted to receive the lug 340 of 3 the uppermost block 335. The blocks 342 areoprovided with grooves 349 for receiving the lower edges of the slabs 88. Horizontally aligned with the blocks 335 and arranged ad-' jacent thereto are blocks 350, one of which is illustrated in detail in Figs. 23 to 25, inclusive, and comprises V-shaped notches 352 at each end thereto.
- a relatively deep groove 353 is formed in the lower surface of each block 350 to provide downwardly extending lugs 354 adapted to rest in the grooves 322 when the block is one of the lowermost flocks in the wall.
- Each block 350 is also provided .with an upwardly projecting lug 355 extending longitudinally thereof and adapted to enter the notch 353 of the blocks superim.
- the blocks are secured to" most block 350 is a block 358 having substanhigher block. Positioned upon the uppertially V-shaped notches 359 in its ends see Figs. 20 to 22, inclusive).
- each block 358 Formed in the lower surface of each block 358 is a longitudinal groove 360 adapted to receive the lug 355 of the block 350 disposed immediately from below, and the upper surface of each block 358 is provided with a longitudinal groove 362 adapted to receive the lower edge of a slab 88.
- the V-shaped notches provided in the blocks 335, 342, 350 and 358 provide a polygonal opening in the wall, which opening extends from the top surface of the uppermost block to the footing 70*.
- each post 331 being provided with a bore 333 adapted to receive a dowel pin 84 projecting from one of the posts 84.
- Each block 358 is notched as at 363 to'cooperate with the notch 346 provided in the adjacent block 350, or to cooperate with the notch 363 provided in an adjacent block 358 to permit one of the ends of one of the cross girders 7 5 to rest upon the uppermost blocks 335 and 350.
- the posts 331 are secured inpla ce by the grout 324 or the equivalent.
- Bores 366 are preferably provided in the several blocks so that pitch may be poured therethrough into the grooves formed in the lower surfaces of the blocks, or rods may be employed to hold the blocks in alignment.
- grout may be used as a bonding agent if so desired.
- the dwelling house shown in Figs. 1 and 2 may be lengthened by inserting the necessary standardized members between the ends of the house.
- the house may be considered to be formed of a plurality of transverse sections which are substantially identical to each other, the only difference being in thoseinstances where the slabs 88 are omitted to provide space for the windows. Any number of floor plans may be decided upon and the proper I partitions provided therefor.
- the footing is first prepared a'fter which the basement walls are built fromthe above described blocks.
- the girders and floor'joists are then supported upon the basement walls, the longitudinal girder 7d being formed on the site in the manner described above.
- the walls of the house may then be erected and the roof trusses placed thereon so that the roof panels may be secured to the roof trusses.
- the partitions, sub-flooring and panels are then arranged to form the various rooms, flooring 79 being laid upon the sub-flooring before the partitions are secured in place.
- the porches may be built-at any time.
- An important feature of my improved construction is the dead air space provided between the slabs 88 and the wall-board as this renders it comparatively easy to maintain the rooms at a comfortable temperature.
- An important feature of this invention is that-buildings embodying the invention may be dismantled and transported to another site upon which they may be quickly and easily erected.
- a wall for a building comprising a foundation built of interlocking members of concrete formed independently of each other, concrete posts formed independently of the foundation and supported thereby, slabs of concrete disposed intermediate the posts and formed independently thereof, said posts and slabs being arranged to form the outer walls of the building.
- a wall for a' building comprising a foundation built of superimposed blocks'of concrete, posts of concrete formed independently of the blocks and interposed between them, said concrete posts extending substantially from the bottom surfaces of .the lowermost blocks to the top surfaces of the uppermost blocks, concrete posts supported by the firstmentioned concrete posts and formed independently thereof, slabs of concrete interposed between the second mentioned concrete posts, said second-mentioned posts and slabs being arranged to form the outer walls of the building.
- a foundation comprising molded blocks disposed in end to end and in superimposed relation, the adjacent ends of said blocks being notched, and posts snugly disposed in said notches for locking said blocks in place.
- a foundation comprising molded blocks disposed in end to end and in superimposed relation, the adjacent ends of said blocks being notched, and said blocks having grooves extending longitudinally thereof and transverse ducts connecting said grooves, posts snugly disposed in said notches, and means occupying said.
- a foundation comprising similar molded blocks disposed in superimposed relatiqn, said blocks having longitudinal grooves extending the length thereof and transverse'ducts connecting said grooves, the grooves of adjacent blocks being disposed opposite each other, and means occupying said grooves and said ducts for maintaining said blocks in place relative to each other.
- a foundation comprising molded blocks disposed in superimposed relation, said blocks having longitudinal grooves extending thelengtli thereof and transverse ducts connecting said grooves, the grooves of adjacent blocks being disposed oppositeeach other, water-proof ma terial occupying said grooves and means occupying said ducts for maintaining said;
- a plurality of posts having grooves for ,the reception of side panels, the rear wall and one side wall of said grooves being rectangular and the other slde wall making an obtuse angle with said rear wall, a panel disposed in each of said grooves, and grout disposed between said panel and said other side wall.
- a wall for a. building comprising :a foundation built of superimposed interlockmg bloclxs of concrete, and posts of concrete formed independently of theblocks and interposed between them, said concrete posts extendlng'substantially from the bottom surfaces of the lowermost blocks to the top surfaces of the uppermost blocks.
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Description
March 4, 1930. F. s. SWAN 1,749,166
BUILDING CONSTRUCTION Filed June 14, 1926 7 Sheets-Sheet 1 dohzeaaas j'f aia -i w 74/ W v W 7 zwzmwzg, M 6.
March 4, 1930. s, S 1,749,166
BUILDING CONSTRUCTION g .wza'mz/zf 737 5 March 4, 1930. I s, sw I 1,749,166
BUILDING CONSTRUCTION Filed June 14. 1926 7 Sheets-Sheet 3 f/wenwf March 4, 1930. F. s. SWAN BUILDING coNs'mucTIoN' Fild June 14. 1926 7 Sheefis-Sheet 4 March 4, 1930.
F. s. SWAN BUILDING cous'raucnou IF Sheets-Sheet 5 am June 14, 1926 March 4, 1930. F. s. SWAN 4 BUILDING CONSIIRUCTION FiledJu he 14. 1926 7 Sheets-Sheet 7 w 4 3 W 4 9 71 25? $3,619. W
Patented Mar. 4, 1930' PATENT OFFICE '.EIEtA.IN'IK S. SWAN, OF GLEN ELLYN, ILLINOIS BUILDING CONSTRUCTIOH Apnli-cation filed June 14,
My invention relates to-buildings and particularly tobuildings of the type that are built mainly from materials molded, cut or formed to standardized'sizes at a place reings are to be erected.
The invention has among its other objects the production of buildings of the kind described which are of substantial construction and may be erected with a minimum of labor.
A particular object of the invention is to provide buildings of the kind described which are formed largely of substantially fire-proof materials.
Another particular object of the invention is to provide improved buildings of the kind described which may be dismantled and then erected upon other sites.
One form of the invention is embodied in a dwelling house of which the foundation and outer walls are formed from molded concrete posts and slabs of standardized sizes, improved girder construction being employed to support a floor comprising sub-flooring formed in panels which are alsoof standardized sizes. Roof trusses quickly attachable to the walls support a roof formed of panels bolted to the trusses and dormer windows of unit construction are also bolted to the 30 trusses. The porches are assembled from precast niembers.
Many other objects and advantages of the construction herein shown and described will be obvious to those skilled in the art from the disclosure herein given.
To this end my invention consists in the novel construction, arrangement and combination of parts herein shown and described, and more particularly pointed out in the claims.
In the drawings, wherein like reference characters indicate like or corresponding parts:
Fig. 1 is a front elevation of a building embodying the invention;
Fig. 2 is a side elevation of the improved building;
Fig. 3 is a section taken on line 33 of Fig. 2;
posts employed in the foundation; 5 moved from the sites upon which the build- 1926. Serial N0. 116,053. 4
Fig. 4 is a fragmentay plan section taken through the basement of the building;
Fig. 5 is a perspective View of one of the Fig. 6 is a fragmentary perspective view showing the details of construction of the foundation of the building and the details of construction of the floor beams and joists;
Fig. 7 is a section taken on line 77 of Fig. 6;
Fig. 8 is a section taken on line 88 of Fig. 6; i
Fig. 9 is a plan View of one of the blocks forming the foundation;
Fig. 10 is a side elevation of shown in Fig. 9; 1
Fig. 11 is an end elevation of the blocks shown in'Fig. 9;
F Fig. 12 is asection taken on line 12-12 of Fig. 13 is a horizontal section taken through a window embodying one form of the invention;
Fig. 14 is a section taken on line 1414 v of Fig. 13
\ Fig. 15 is'a detail of one of the upright posts employed in the walls of the building;
Fig. 16 is a perspective View of one of the slabs employed to form the Walls of the building; v i
Fig. 17 is a fragmentary plan elevation of .a foundation embodying another form of the invention;
Fig. 18 is a fragmentary side elevation of the foundation shown in Fig. 17;
Fig. 19 is a section taken on line 1919 of Fig. 18;
Fig. 20 is a plan elevation of one of the blocks employed in the foundation shown in Fig. 17
Fig. 21 is an end elevation of the block shown in Fig. 20;
, Fig. 22 is a section taken on line 2222 of Fig. 20;
Fig. 23 is a side elevation of another of the blocks employed in the foundation shown in .Fig. 17;
Fig. 2 is a plan elevation of'the shown in Fig. 23;
the blocks block Fig. is a section taken on line 2525 of Fig. 23;
Fig. 26 is a plan elevation of still another block employed in the foundation shown in Fig. 17; a
Fig. 27 is a section taken on line 27-27 of Fig. 26;
Fig. 28 is a plan view of one of the top corner blocks employed in the foundation shown in Fig. 17; j
- Fig. '29 is a side elevation of the block shown in Fig. 28;
Fig. 30 is a plan view of another corner block employed in the foundation shown in Fig. 17
Fig. 31 is a side elevation of the block shown in Fig 30; and
Fig. 32 is a plan view of another block employed in the foundation shown in Fig. 17.
In the drawings, I have shown the invention embodied in a dwelling house, but it will become apparent as this description pro- .gresses that the invention may be embodied in buildings of other types.
Referring for the present to Figs. 1 to 3,111-
. clusive, wherein I have shown general views of the improved dwelling house, the reference character '70 indicates a footing which supports the walls 72 of a basement 73, the walls 72, in turn, supporting a longitudinal girder 74 and cross girders 75 (see Fig. 6). It will be noted that the cross girders 7 5 are formed with shoulders 76 adapted to support joists 77 to which sub-flooring 78 is secured, flooring 79 being laid upon the sub-flooring 78. The building comprises front and rear walls 80 and 81, respectively, and side walls 82 and 83, each-of the front, rear and side walls preferably comprising piers or posts 84 disposed intermediate the ends of the walls, and corner piers or posts 85 disposed at the corners of the dwelling. Interposed between the posts 84 and between the corner posts 85 and the adjacent posts 84 are slabs 88. The building is provided with a plurality of French windows 89 and doors 91 which are substantially of the same construction as the French windows 89.
Supported upon the piers or posts 84 and 85 are roof trusses 106, which comprise ceiling joists or beams 107 and rafters 108, or the equivalents for the purpose, the rafters being adapted to support the roof which is preferably formedfrom a plurality of panels 110.
' Dormer windows 112- project fromthearoof and projecting through the'roof is a chimney 115.
. When a'building of the kind illustrated in Figs. 1 to 5, inclusive, is to be erected, thefootings 70 and 116 are first formed and leveled in any suitable manner after which the basement walls 72 and the piers or posts 118 are erected thereupom The walls 72 are preferably formed from a plurality of blocks and posts which are so manufactured that like members are interchangeable. The posts 118 are also interchangeable and both the posts 118 and the posts and blocks constituting the walls 72 are preferably formed from concrete or the equivalent, the members being molded in any desired quantities. permits a supply of them to be kept in a warehouse or the like so that when a dwelling is to be erected it is only necessary to ship the necessary number of members to the site upon which the building is to be erected.
The construction of the walls 72 is best illustrated in Figs. 3, 4 and 6. It will be noted that each wall 72 is formed from a plurality of superimposed blocks 120, 121 and 122 and a plurality of posts 124'interp0sed between-the ends of the blocks. The corners formed by the walls 72 are constructed from the blocks 122, the uppermost block 122 of each corner. being narrower than the blocks beneath it. The blocks are superimposed most block's 120 will hereinafter be referred to as the blocks 120*.
I have shown one of the blocks 120 in dea tail in Figs. 9 to 12, inclusive, and it will be noted that the block is provided with longitudlnal grooves 126 in its upper and lower faces, which grooves extend from end to end This of the block and communicate with each other through bores 127 formed through the block. It will also be noted that a substantially V- shaped notch 128 is formed in each end of the block so that when a plurality of blocks are arranged end to end space is provided for the posts 124 which are secured in place by grout, or the equivalent, the grout being indicated at 130. This construction securely locks the blocks 120 and. 120 in their assembled positrons, the blocks 120 being also provided with V-shaped notches 128 and with longitudinal grooves 126 in their lower faces. Sticks or rods may be inserted into the walls through the bores 127 to hold the blocks in aligmnent, or the sticks or rods may be positioned to project from the lowermost blocks after they have been correctly placed upon the footing and the remaining blocks may be afterwards positioned upon the lower blocks in such manner that the sticks or rods project through them, thus holding the blocks in alignment while the walls are being built.
Pitch may be spread between the "blocks to I form water-tight joints, but in the preferred embodiment of the invention the flat bottom surface of one block is placed in actual conto secure them to each other, and to form water-tight joints between the blocks. As best shown in Fig. 6, the upper surfaces of the blocks 120 are provided with grooves 132 'by members 7 5 screw-threaded into the tubuadapted to receive the lower edges of the slabs 88. The blocks 122 are also formed with V- shaped notches 128 in their ends and are provided with longitudinal grooves 126 which members of a window frame 139 may be posicommunicate with each other through bores 127. The uppermost blocks 122 are provided with grooves 132 adapted to receive the lower edges of the slabs 88. Pitch or grout may be-placed in the grooves 132 to form watertight joints. In erecting the walls, the posts 124 are preferably securedin place by wedges which permit the remainder of the building to be erected while the grout surrounding the posts is drying.
One or more windows 134 may be provided in the walls 72, if it is so desired (see Figs. 4 and 5). A space for the dormer window may be provided by leavin out some of-the blocks 120 between two ad acent blocks 124. Vertically disposed members 135 are then positioned against the adjacent posts 124 as illustrated in Fig. 5, the members '135 preferably resting upon the lowermost block 120 which is preferably left in place. The members'135 are adapted to support the block 120 which is grooved to receive the lower edge of the slab 88 disposed above the window. It will be noted that the members 135 are provided with substantially V-shaped notches 137 adapted to accommodate the posts 124 and that they are provided with substantially'flat surfaces 138 against which the side "tioned, the window frame 139 being formed of any suitable material. Obviously, the window frames 139 may be kept in stock and a suitable supply thereof may be shipped to the site upon which the building is to be erected. As best shown in Fig. 2, each window 134 is preferably provided with a window sash 140.
As hereinbefore set forth, the cross girders 75 are preferably formed with shoulders 76 to support the joists 7 7 Each cross girder 7 5 is formed from concrete, as indicated in Fig. 8, and is preferably provided with ametallic sheath 142 in which the concrete may be poured. If desired, reinforcing rods 144, or the equivalent, may be embedded in the concrete. The outer end of each cross girder 75 abuts against the blocks 120 and are preferably spaced so as to lie in alignment with the osts 124, the'cross girders resting upon the locks 120 disposed immediately below the blocks 120. For this purpose, the cross girders are preferably provided with shoulders 145' which engage the blocks 120. Tubu- I lar members 7 5*,are preferably embeddedin the lower surface of the cross girders so that slabs or sheets of asbestos 7 5 or the equlvalent may be fastened thereto to form a ceiling for the basement. This will provide a dead air space beneath the flooring. The sheets 7 5 are secured to the tubular members lar members.
The longitudinal girder 7 4 may be of any suitable shape andis preferably formed from concrete, which is poured in place after the cross girders 75 have been correctly posi tioned with respect to the walls 72.
Immediately after or before the conrete girder 74 is poured the joists 77 are set in place. The joists 77 may also be formed of concrete, if it is so desired, but in Fig. 6 I have illustrated them as beams' of wood. These may be cut to size at a factory or warehouse and shipped in the required numbers.
The sub-flooring 78 may comprise planks nailed directly to the joists 77, as illustrated in Fig. 3, the flooring 79 being subsequently laid upon the sub-flooring 78.
In Fig. 15 I have shown one of the piers or posts 84 and it will be noted that it is provided with longitudinal grooves 162 adapted to receive the side edges of the associated panels 88.
When window frames or door frames are adapted to cooperate with bolts or screws 169 to secure the wall-board to the posts. The members 168 and the screws 169 may also be emplo ed to secure the window frames or door rames to the posts. The posts 84 and 85 are preferably provided with pins 84 adapted to be inserted in the posts or blocks upon which they rest.
In some forms of prefer to rovide check rail windows which may be 0 the type shown in Fig. 13. The check rail window shown in Fig. 13 preferably comprises a frame 198 secured to the adjacent posts 84 by means of the inserts 166 and the tubular members 168 and the screws 169. Upper and lower sashes 200 and 201 are slidably mounted in the frame 198,the frame being formed to provide boxes 203 in which, weights 204 may be disposed. The check rail windows are preferably of mill construction and are so designed that they may be assembled with the posts 84 with a minimum of fitting. As the check rail windows do not reach to the floor 79, I preferably rovide relatively short slabs 205 which may e positioned beneath the frames 198 and designed so that their edges may project the invention I may i into the grooves 162 of the posts 84 and into the grooves 132 of the blocks 120 (see Fig. 14). Each block 205 is preferablyprovided with an outwardly projecting flange 206 which forms a sill for the associated window, and. a block 180 is suspended from the plate 181 to fill in the space above the window.
Referring now to the roof trusses 106, each roof truss preferably comprises a plurality of complementary sections, each of which comprise one of the rafters 108 and one of the ceiling beams or joists 107. One end of the joist is secured to one end of the rafter by a gusset plate 220 or the equivalent. The other end of the joist is connected to the other end of the rafter by a strut 221, which has one of its ends secured to the rafter by an angle plate 222 and has the other of its ends secured to the joist by an angle plate 223. The complementary sections of each roof truss may be-secured to each other by bolts 225 or the equivalent passed through the angle plates 222 and 223 (see Fig. 3). In the embodiment of the invention illustrated in Fig. 3, the
rafters 108, the ceiling joists or beams 107 and the struts 221 are preferably formed of wood, but in other embodiments of the invention I contemplate forming these members from concrete or metal. The spacing of the roof trusses 106 is substantially identical to the spacing of the posts 84 so that each end of the roof trusses may be positioned above one of the posts, the plate 181 being interposed between the roof trusses and the post.
In Figs. 17 to 32, inclusive, I have shown another form of the invention embodied in blocks adapted to form the walls of the basement, these walls being positioned upon a footing 70, ,which resembles the aforementioned footing 70. Thus, in Figs. 17, l8and 19, I have indicated walls 315 resting upon the footing 7 0. The corners of the walls are formed by blocks 316 and 317, the blocks 316 being superimposed u n the footin 70 and upon each other, and the block 317 eing supported by the upper blocks 316. As shown in F igs 30 and 31, each block316 has a polygonal ripening 318 extending therethrough and is provided with substantially V-shaped notches 319. Downwardly extending In S 320 projecting from the lower side of each lock 316 are adapted to be seated in spaced grooves 322 formed in the footing 7 0*, pitch or grout 324 being employed to secure the blocks upon the'footlng. Of course, only the lowermost blocks 31.6 have their lugs 320 insertedan the grooves 322. Projecting upwardly from each block 316 are lugs 325 adapted to'enter the space between the lugs 320 on the next higher block 316. Eachblock 317 is provided with a polygonal opening 327 adapted to be aligned with the poly onal openings 318 in the blocks 316 (see Fi s. 28 and 29); Each block 317 is also provi ed w1th substantially V-shaped notches 328 adapted to register with the V-shaped notches 319 of the blocks 316, and each block 317 is provided with downwardly extending lugs 329 between which the lugs 325 of the uppermost block 316 may be inserted. Grout or pitch may be employed to secure the blocks 316 and 317 to each other. As shown in Figs. 17 and 18, a post 331 may be inserted in the aligned openings 318 and 327 ateach corner of the building, the post being adapted to rest upon the footing The post 331 is provided with a bore 333 in its upper end into which the dowel pin 84 of post 85 may be inserted.
' Horizontally aligned with each block 316 and disposed adjacent thereto is a block 335 having a tapering end 336 positioned in one of I the V-shaped notches 319 of the aligned block 316. The other end of each block 335 is provided with a substantially V- shaped notch 337 and is formed with a relatively. deep notch 338 in its lower surface to provide downward extending lugs 339 adapted to enter the grooves 322 in the footing 70". However, when one ofthe blocks 335 is superimposed upon another block 335,
with a pointed end 343 adapted to enter one of the V-shaped notches 328 of the associated block 317, grout being interposed between the "blocks.
The other end of the block 342 is provided with a V-shaped notch 344 adapted tobe aligned with the V-shaped notches in the blocks 335 positioned below. Adjacent the V-shaped notch 344 is a notch 346, the purpose of which will presently appear. It will be noted that the block 342 is provided with a groove 347 adapted to receive the lug 340 of 3 the uppermost block 335. The blocks 342 areoprovided with grooves 349 for receiving the lower edges of the slabs 88. Horizontally aligned with the blocks 335 and arranged ad-' jacent thereto are blocks 350, one of which is illustrated in detail in Figs. 23 to 25, inclusive, and comprises V-shaped notches 352 at each end thereto. A relatively deep groove 353 is formed in the lower surface of each block 350 to provide downwardly extending lugs 354 adapted to rest in the grooves 322 when the block is one of the lowermost flocks in the wall. Each block 350 is also provided .with an upwardly projecting lug 355 extending longitudinally thereof and adapted to enter the notch 353 of the blocks superim. The blocks are secured to" most block 350 is a block 358 having substanhigher block. Positioned upon the uppertially V-shaped notches 359 in its ends see Figs. 20 to 22, inclusive). Formed in the lower surface of each block 358 is a longitudinal groove 360 adapted to receive the lug 355 of the block 350 disposed immediately from below, and the upper surface of each block 358 is provided with a longitudinal groove 362 adapted to receive the lower edge of a slab 88.
Referring now to Figs. 17 to 19, inclusive, it will be noted that the V-shaped notches provided in the blocks 335, 342, 350 and 358 provide a polygonal opening in the wall, which opening extends from the top surface of the uppermost block to the footing 70*. In these openings I prefer to insert posts 331 hereinbefore described, each post 331 being provided with a bore 333 adapted to receive a dowel pin 84 projecting from one of the posts 84. Each block 358 is notched as at 363 to'cooperate with the notch 346 provided in the adjacent block 350, or to cooperate with the notch 363 provided in an adjacent block 358 to permit one of the ends of one of the cross girders 7 5 to rest upon the uppermost blocks 335 and 350. As indicated in Fig. 17, the posts 331 are secured inpla ce by the grout 324 or the equivalent. Bores 366 are preferably provided in the several blocks so that pitch may be poured therethrough into the grooves formed in the lower surfaces of the blocks, or rods may be employed to hold the blocks in alignment. Of course, grout may be used as a bonding agent if so desired.
From the foregoing description it is apparent that substantially all ofthe material required in the construction of the dwelling house may be kept in stock in a ware-house or the like, thevarious elements being made up in. sufficient quantitieszso that they are economically produced. Due to the fact that the spacing of'the osts84 and the roof trusses 106 isstandardlzed and due to the fact that the floorpanels and roof panels and the wallboard are provided in sizes corresponding to the spacing of the roof trusses and the posts 84, houses of different dimensions and designs may be formed ,by using substantially the same members in different quantities.
Thus, it is obvious that the dwelling house shown in Figs. 1 and 2 may be lengthened by inserting the necessary standardized members between the ends of the house. The house may be considered to be formed of a plurality of transverse sections which are substantially identical to each other, the only difference being in thoseinstances where the slabs 88 are omitted to provide space for the windows. Any number of floor plans may be decided upon and the proper I partitions provided therefor.
tion is to be erected, the footing is first prepared a'fter which the basement walls are built fromthe above described blocks. The girders and floor'joists are then supported upon the basement walls, the longitudinal girder 7d being formed on the site in the manner described above. The walls of the house may then be erected and the roof trusses placed thereon so that the roof panels may be secured to the roof trusses. The partitions, sub-flooring and panels are then arranged to form the various rooms, flooring 79 being laid upon the sub-flooring before the partitions are secured in place. The porches may be built-at any time. An important feature of my improved construction is the dead air space provided between the slabs 88 and the wall-board as this renders it comparatively easy to maintain the rooms at a comfortable temperature.
An important feature of this invention is that-buildings embodying the invention may be dismantled and transported to another site upon which they may be quickly and easily erected.
Having thus described my invention, it is obvious that various immaterial modifications may be made in the same without departing from the spirit of my invention; hence I do not wish to be understood as limiting myself to the exact form, construction, arrangement and combination of parts herein shown and described or uses mentioned.
What I claim as new and desire to secure by Letters Patent is:
1. A wall for a building comprising a foundation built of interlocking members of concrete formed independently of each other, concrete posts formed independently of the foundation and supported thereby, slabs of concrete disposed intermediate the posts and formed independently thereof, said posts and slabs being arranged to form the outer walls of the building.
2. A wall for a' building comprising a foundation built of superimposed blocks'of concrete, posts of concrete formed independently of the blocks and interposed between them, said concrete posts extending substantially from the bottom surfaces of .the lowermost blocks to the top surfaces of the uppermost blocks, concrete posts supported by the firstmentioned concrete posts and formed independently thereof, slabs of concrete interposed between the second mentioned concrete posts, said second-mentioned posts and slabs being arranged to form the outer walls of the building.
3. In a wall for a building, a foundation comprising molded blocks disposed in end to end and in superimposed relation, the adjacent ends of said blocks being notched, and posts snugly disposed in said notches for locking said blocks in place.
86 When a. building embodying the 'inven- '4. In a wall for a building, a foundation a signed my name.
comprising molded blocks disposed in superimposed relation, said blocks havingilongitudinal grooves extending the length thereof and having transverse ducts connecting said.
grooves, and means occupying said ducts and grooves for maintaining said blocks in position relative to each other.
5. In a wall for a building, a foundation comprising molded blocks disposed in end to end and in superimposed relation, the adjacent ends of said blocks being notched, and said blocks having grooves extending longitudinally thereof and transverse ducts connecting said grooves, posts snugly disposed in said notches, and means occupying said.
grooves and said ducts for locking said blocks in place relative to each other.
6. In a wall for a building, a foundation comprising similar molded blocks disposed in superimposed relatiqn, said blocks having longitudinal grooves extending the length thereof and transverse'ducts connecting said grooves, the grooves of adjacent blocks being disposed opposite each other, and means occupying said grooves and said ducts for maintaining said blocks in place relative to each other.
7. In a wall for a building, a foundation comprising molded blocks disposed in superimposed relation, said blocks having longitudinal grooves extending thelengtli thereof and transverse ducts connecting said grooves, the grooves of adjacent blocks being disposed oppositeeach other, water-proof ma terial occupying said grooves and means occupying said ducts for maintaining said;
blocks in place relative to each other.
8. In a wall for a building, a plurality of posts having grooves for ,the reception of side panels, the rear wall and one side wall of said grooves being rectangular and the other slde wall making an obtuse angle with said rear wall, a panel disposed in each of said grooves, and grout disposed between said panel and said other side wall.
9. A wall for a. building comprising :a foundation built of superimposed interlockmg bloclxs of concrete, and posts of concrete formed independently of theblocks and interposed between them, said concrete posts extendlng'substantially from the bottom surfaces of the lowermost blocks to the top surfaces of the uppermost blocks.
In testimony whereof, I have hereunto FRANK. s. SWAN.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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US116053A US1749166A (en) | 1926-06-14 | 1926-06-14 | Building construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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US116053A US1749166A (en) | 1926-06-14 | 1926-06-14 | Building construction |
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Publication Number | Publication Date |
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US1749166A true US1749166A (en) | 1930-03-04 |
Family
ID=22364945
Family Applications (1)
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US116053A Expired - Lifetime US1749166A (en) | 1926-06-14 | 1926-06-14 | Building construction |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2484062A (en) * | 1943-09-06 | 1949-10-11 | John E Abbott | Cement block building wall |
US2695512A (en) * | 1947-04-11 | 1954-11-30 | Paquet Pierre Norbert | Hollow constructional block |
US2841975A (en) * | 1955-10-10 | 1958-07-08 | Bruckmayer Friedrich | Building construction |
-
1926
- 1926-06-14 US US116053A patent/US1749166A/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2484062A (en) * | 1943-09-06 | 1949-10-11 | John E Abbott | Cement block building wall |
US2695512A (en) * | 1947-04-11 | 1954-11-30 | Paquet Pierre Norbert | Hollow constructional block |
US2841975A (en) * | 1955-10-10 | 1958-07-08 | Bruckmayer Friedrich | Building construction |
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