US1377718A - Concrete or like building-block or slab - Google Patents

Concrete or like building-block or slab Download PDF

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US1377718A
US1377718A US410255A US41025520A US1377718A US 1377718 A US1377718 A US 1377718A US 410255 A US410255 A US 410255A US 41025520 A US41025520 A US 41025520A US 1377718 A US1377718 A US 1377718A
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blocks
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wall
block
ribs
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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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0297Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements of which the width is less than the wall thickness

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  • VeILZLO A Ulllllll TOI-IN MORGAN, 0F MELBOURNE, VICTORIA, AUSTRALIA, ASSIGNOR TO DANIEL MURRAY, OF MELBOURNE, VICTORIA, AUSTRALIA.
  • This invention relates to building blocks or slabs of concrete, cement or like material, and its Object is to provide an improved slab and method of assembling and uniting a series of such slabs whereby a building may be rapidly constructed with a minimum of labor and expense.
  • the outstanding feature of the invention resides in the formation on one side of the slab of a suitable number of vertically eX ⁇ tending locking pieces or ribs which are adapted to form dovetail grooves or recesses extending vertically from the upper to the lower edges of the slabs.
  • the dovetail grooves or recesses of the two opposite series of wall slabs are disposed directly opposite and in communication with each other thereby forming double or opposed dovetail passages to accommodate vertical columns of corresponding shape by which the slabs are securely locked together in assembled position.
  • the invention also embodies various other features such as modified blocks for vuse at the corners of walls, and other details hereinafter referred to.
  • Figure 1 is a plan of a building block having an intermediate pair of locking pieces or ribs in accordance with my invention.
  • Fig. 2 shows a block having end locking pieces or ribs and adapted foruse in conjunction with the block seen in Fig. 1.
  • Fig. 3 shows a modification in which the locking pieces are diagonally inclined to the body of the slab on one side only, the otherI ildp being square or at right angles to the Oc y.
  • Fig. 4 shows an elongated block having intermediate and end locking pieces thus combrning'in one the two blocks seen in F lgs. 1 and 2. In dotted lines the adjoining endsof two opposite blocks are shown in position to form the double or opposed dovetail passage.
  • Fig. 45 illustrates a right angled block for use at the corners of buildings and the like.
  • Fig. 6 shows a shortened or 'making up block for use in the inner walls of corners and .in other parts of buildings andthe like.
  • Fig. 7 is a reduced plan of a. course of blocks assembled to form the double wall of a building and showing also portion of an interior wall or partition, a window opening, and a fire place.
  • Fig. 8 is a plan of portion of a coursev of lseen in Fig.' 7 and showing the alternate arrangement of the blocks whereby the vertical joints between the blocks of the adjoinmg courses are disposed out of alinement.
  • Fig. 8A is a vertical section of portion of a double wall showing the4 stepped arrangement of the blocks whereby the horizontal joints of the inner and outer walls are disposed out of alinement.
  • Fig. 9 is a perspective view of the corner of the wall seen in Figs. 7 and 8.
  • Fig. 10 is an enlarged sectional plan showing the use of a rectangular core or column, the corners of the dovetail passage being filled in by grouting or key pieces.
  • Fig.l 11 illustrates the use of seen in Fig. 4.
  • Fig. 12 is a plan of a course of blocks as the block Illustd to form a Vertical buttress or pier
  • the numeral 2 indicates the block or slab body'the side edges of which may be chamfered as at 3 or otherwise treated for-ornamental purposes.
  • theblock in Fig. 1 theblock may be provided with an intermediate-pair of locking pieces or ribs 7 These locking pieces are formed integral with the slab body and their one sides are As seen ll 'as seen in Fig. 2.
  • Thesides 8 of these' locking pieces are diagonally inclined to the body of the block in the same manner as the corresponding sides of the locking pieces.
  • Fig. 5 The cornerblook seen in Fig. 5 consists of a major body portion l5 and a minor body portion 1G disposed at riO'ht angles to the major body portion. At th two body portions is a reinforcing fillet ⁇ 17 j which strengthens the structure at the corner.
  • the corner slab is also provided'wlth a locking piece 18 having an inclined side 8 or square side 9 xas previously described.
  • the shortened or making up slab 19 seen in Fig. 6 may be used at corners in the inner wall of the double walled structure as seen in Figs. 7, 8 and 9 or in other suitable positions as in Fig. 12. It is provided with a locking piece 21 having an inclined side 8 andan inclined or square side 9similar to the other locking pieces. j Y f- Each of the locking pieces is also provided with anouter abuttin edge or face 22 disposed parallelto the body of the block and adapted to engage the corresponding edge, of the opposite locking pieceI of another block when a series of the blocks are assembled to form a wall as in F i0. 7.
  • a vertical dovetail groove or recess' indicated at 23 (Figs. 1 and 3) is formed between the )inclined sides 8 of the intermediate'locking pieces seen Ain Figs. v1 and 4 and likewise when two of the slabs ⁇ such as seen i'n Fig. 2 are placed s1deb side a corresponding dovetail -groove is ⁇ ormed between the sides 8 of the adjoining end lopking pieces 11 of the two s1 v, s asclearly seen in Fig. 7. It
  • e junction of the the dovetail grooves of the opposite sets of slabs are thus disposed opposite andin coinmunication with each other, thereby forming a double or opposed dovetail passage indicated at 24 (F ig. 4).
  • These double dovetail passages are adapted to accommodate vertical columns or cores 26 by which the blocks are looked together in assembled position. These cores or columns are preferably inserted by introducing plastic cone crete or the like into the passages 24 as each course of blocks is built up or assembled. (.)n the other hand the'columns or cores 26 may be erected before the blocks are placed.
  • the columns when first erected are of substantially rectangular section as seen inFig. l0 and of slightly less width than the narrowest part of the dovetail grooves. so that the slabs maybe pushed sidmvardly on to the columns and the angles of the dovetail grooves afterward filled in by groutingor pouring in liquid material or b v inserting appropriately shaped key pieces 27 so that the slabs are securely locked to the columns.
  • the columns or cores 26 may be reinforced or vunreinforced as desired.
  • the vertical joints 39 are not only disposed out of' alinement as above mentioned but in all cases the vertical joints 30 ⁇ of both inner and outer walls are disposed oppositel the shown invF ig. 11. ⁇
  • the blocks forming f .the inner and outer walls of the doublewall are arranged in stepped relationship by the introduction, at thev bottom of either the inner or outer walls, ⁇ of ⁇ blocks 31 of half the height of the ordinary blocks.l l
  • the horizontal jointsv32 between the blocks of the innerl and outer walls are disposed ont of alinement with obvious advantages.
  • buttresses or piers are required to be formed in the length of a wall to reinforce the same these buttresses may be constru'cted by assembling a series ot' blocks as seen in Fig. l2 and filling in the space formed thereby with concrete or the like as indicated at 29.
  • the improved blocks are also suitable for the construction of interior walls or partitions such as 3l. ln this instance the locking pieces may project to a less distance from the body of the slab as shown so that the 'all or partition is reduced in thickness.
  • the ends of such internal walls or partitions may be joined to the external or main walls of a building by passing them between the adjacent ends of the blocks forming the inner section of the double or main wall as at 32a, F ig. 7, the ends of said blocks being for this purpose slightly cut away or shortened as shown.
  • the end of thepartition is thus ac commodated by one of the double or opposed dovetail passages which when filled with the plastic material forming the respective core 26 thereby locks the end of the partition securely in place.
  • the side, top and bottom edges of the blocks may be united by mortar or cement in the usual manner,
  • a wall structure comprising an outer wall and an inner walh the outer wall including alternate layers formed with a plurality of blocks, each block having a pair of locking ribs formed thereon in the central portion and inclined toward each other, the blocks forming the intermediate layers having a single locking rib near each end inclined away from each other, the joints between blocks of successive layers being broken, so that relatively inclined ribs will register forming continuous ribs, the inner wall being formed of layers exactly the same as the outer wall, having the ends of the ribs contacting with the ends or" the ribs on the outer wall and having the joints between layers -atla plane intermediate the planes of the joints of the outer layers, and a filler between the pairs of inclined ribs forming columns for locking the blocks in place.
  • a wall structure comprising an inner portion and an outer portion formed of layers ot' blocks, alternate layers of each portion being Jformed with blocks having pairs ot' ribs inclined toward each other formed in the central portion, the intermediate layers having blocks formed with inclined ribs near each end thereof, the joint between blocks being intermediate the joints of the blocks in the alternate layers, so that similar ribs will be in alinement, the corresponding alined ribs of each wall portion contacting at the ends and forming columns, and a iller for the columns for reinforcing the wall portions and locking them to gether.
  • a wall structure comprising an inner portion and an outer portion formed oic layers of blocks. alternate layers of each portion being formed with blocks having pairs of ribs inclined toward each other formed in the central portion, the intermediate layers having blocks' formed with inclined ribs near each end thereof, the joint between blocks being intermediate the joints of the blocks in the alternate layers, so that similar ribs will be in alinement, the corresponding alined ribs oit' each wall portion contacting at the ends and forming columns, a corner block Ytor the outer wall portion having a lateral projection at one end and an inclined rib formed thereon intermediate the ends7 so that in meeting walls the alter- JOHN MOR-GAN.

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

Description

J. MORGAN.
CONCRETE 0R LIKE BUILDING BLOCK OR SLAB.
APPUCATION FILED SEPT.14, 1920.
31.377318. Patented May 110, 1921.
29 $8 fsig.
In? VeILZLO]- A Ulllllll TOI-IN MORGAN, 0F MELBOURNE, VICTORIA, AUSTRALIA, ASSIGNOR TO DANIEL MURRAY, OF MELBOURNE, VICTORIA, AUSTRALIA.
CONCRETE OR LIKE BUILDING-BLOCK 0R SLAB.
Specification of Letters Patent. Patented lllitl'yf lll), 1921i..
Application led September 14, 1920. Serial No. 410,255.
T0 all whom t may concern.'
Be it known that I, JOHNl MORGAN, contractor, trading as THE CONCRETE BUILDING COMPANY, a subject of the -King of Great Britain and Ireland, residinof in the cit of Melbourne, in the county ofD Bourke, tate of Victoria, Commonwealth of Australia.,
and whose post-Oliice address is 401 Flinders street, in the said cityiof Melbourne, have invented certain new and useful Improvements in' and connected with Concrete or like Building Blocks or Slabs, of which the following is a specification.
This invention relates to building blocks or slabs of concrete, cement or like material, and its Object is to provide an improved slab and method of assembling and uniting a series of such slabs whereby a building may be rapidly constructed with a minimum of labor and expense.
The outstanding feature of the invention resides in the formation on one side of the slab of a suitable number of vertically eX` tending locking pieces or ribs which are adapted to form dovetail grooves or recesses extending vertically from the upper to the lower edges of the slabs. By arranging a series of these slabs opposite 'each other to form the double wall of a building and with the outer end faces of the opposite locking pieces abutting against each other,
the dovetail grooves or recesses of the two opposite series of wall slabs are disposed directly opposite and in communication with each other thereby forming double or opposed dovetail passages to accommodate vertical columns of corresponding shape by which the slabs are securely locked together in assembled position.v
The invention also embodies various other features such as modified blocks for vuse at the corners of walls, and other details hereinafter referred to.
Referring to the drawings which form part of this speciicationz4 Figure 1 is a plan of a building block having an intermediate pair of locking pieces or ribs in accordance with my invention.
Fig. 2 shows a block having end locking pieces or ribs and adapted foruse in conjunction with the block seen in Fig. 1.
Fig. 3 shows a modification in which the locking pieces are diagonally inclined to the body of the slab on one side only, the otherI ildp being square or at right angles to the Oc y. Fig. 4 shows an elongated block having intermediate and end locking pieces thus combrning'in one the two blocks seen in F lgs. 1 and 2. In dotted lines the adjoining endsof two opposite blocks are shown in position to form the double or opposed dovetail passage.
Fig. 45 illustrates a right angled block for use at the corners of buildings and the like. Fig. 6 shows a shortened or 'making up block for use in the inner walls of corners and .in other parts of buildings andthe like. Fig. 7 is a reduced plan of a. course of blocks assembled to form the double wall of a building and showing also portion of an interior wall or partition, a window opening, and a fire place.
Fig. 8 is a plan of portion of a coursev of lseen in Fig.' 7 and showing the alternate arrangement of the blocks whereby the vertical joints between the blocks of the adjoinmg courses are disposed out of alinement.
Fig. 8A is a vertical section of portion of a double wall showing the4 stepped arrangement of the blocks whereby the horizontal joints of the inner and outer walls are disposed out of alinement.
Fig. 9 is a perspective view of the corner of the wall seen in Figs. 7 and 8.
Fig. 10 is an enlarged sectional plan showing the use of a rectangular core or column, the corners of the dovetail passage being filled in by grouting or key pieces.
Fig.l 11 ,illustrates the use of seen in Fig. 4.
Fig. 12 is a plan of a course of blocks as the block sembled to form a Vertical buttress or pier In the `drawings the numeral 2 indicates the block or slab body'the side edges of which may be chamfered as at 3 or otherwise treated for-ornamental purposes. in Fig. 1 theblock may be provided with an intermediate-pair of locking pieces or ribs 7 These locking pieces are formed integral with the slab body and their one sides are As seen ll 'as seen in Fig. 2. Thesides 8 of these' locking pieces are diagonally inclined to the body of the block in the same manner as the corresponding sides of the locking pieces.
seen in Fig. 1 while the other sides 9 of the locking pieces may also be diagonally inclined or square to the body as previously described.
In 4lieu of the blocks seen in Figs. 1 and 2 the elongated block 12 seen in Fig. 4 may beemployed; Such blocks -are provided with lan intermediate pair of locking pieces or ribs 13, corresponding to thelocking 'pieces' 7 as seen in Fig.- l. The end locking pieces 14 correspond i. to the locking pieces/1l in Fig. 2. Each of these .locking pieces is diagonally inclined to the body of the slab at one side 8 while the other sides f 9 thereof may be diagonally inclined or 1 and an inclined otherwise suitably disposed as above mentioned.
The cornerblook seen in Fig. 5 consists of a major body portion l5 and a minor body portion 1G disposed at riO'ht angles to the major body portion. At th two body portions is a reinforcing fillet` 17 j which strengthens the structure at the corner. The corner slab is also provided'wlth a locking piece 18 having an inclined side 8 or square side 9 xas previously described. i
The shortened or making up slab 19 seen in Fig. 6 may be used at corners in the inner wall of the double walled structure as seen in Figs. 7, 8 and 9 or in other suitable positions as in Fig. 12. It is provided with a locking piece 21 having an inclined side 8 andan inclined or square side 9similar to the other locking pieces. j Y f- Each of the locking pieces isalso provided with anouter abuttin edge or face 22 disposed parallelto the body of the block and adapted to engage the corresponding edge, of the opposite locking pieceI of another block when a series of the blocks are assembled to form a wall as in F i0. 7.
v It will be seen'from the foregoing that a vertical dovetail groove or recess' indicated at 23 (Figs. 1 and 3) is formed between the )inclined sides 8 of the intermediate'locking pieces seen Ain Figs. v1 and 4 and likewise when two of the slabs `such as seen i'n Fig. 2 are placed s1deb side a corresponding dovetail -groove is` ormed between the sides 8 of the adjoining end lopking pieces 11 of the two s1 v, s asclearly seen in Fig. 7. It
e junction of the the dovetail grooves of the opposite sets of slabs are thus disposed opposite andin coinmunication with each other, thereby forming a double or opposed dovetail passage indicated at 24 (F ig. 4). These double dovetail passages are adapted to accommodate vertical columns or cores 26 by which the blocks are looked together in assembled position. These cores or columns are preferably inserted by introducing plastic cone crete or the like into the passages 24 as each course of blocks is built up or assembled. (.)n the other hand the'columns or cores 26 may be erected before the blocks are placed.
in position. In this case the columns when first erected are of substantially rectangular section as seen inFig. l0 and of slightly less width than the narrowest part of the dovetail grooves. so that the slabs maybe pushed sidmvardly on to the columns and the angles of the dovetail grooves afterward filled in by groutingor pouring in liquid material or b v inserting appropriately shaped key pieces 27 so that the slabs are securely locked to the columns. Obviously the columns or cores 26 may be reinforced or vunreinforced as desired.
By .arranging a series of blocks of the kind seen in Figs. 1 and 2 to form the inner and outer wallslof a double wall as in Figs. 7, 8 and 9 it will be apparent that the vertical joints 30 between the side edges of the blocksof the inner wall will be disposed out of alinement with or midway between the corresponding joints of the same course of slabs of the outer wall thereby obviating the chance of moisture passing from the, outside to the interior of the building. It will also be seen 'that the vertical joints between the blocks ofthe type seenin Fig. 2 are disposed opposite the vert-ical coresor columns 26 thus providing an additional safeguard against the entry of moisture.
By the use of blocks such as seen in Fig. 4
the vertical joints 39 are not only disposed out of' alinement as above mentioned but in all cases the vertical joints 30`of both inner and outer walls are disposed oppositel the shown invF ig. 11.`
8A the blocks forming f .the inner and outer walls of the doublewall are arranged in stepped relationship by the introduction, at thev bottom of either the inner or outer walls,` of\blocks 31 of half the height of the ordinary blocks.l l By this means the horizontal jointsv32 between the blocks of the innerl and outer walls are disposed ont of alinement with obvious advantages.
Where buttresses or piers are required to be formed in the length of a wall to reinforce the same these buttresses may be constru'cted by assembling a series ot' blocks as seen in Fig. l2 and filling in the space formed thereby with concrete or the like as indicated at 29.
llt will be seen from Fig. 7 that the improved blocks are also suitable for the construction of interior walls or partitions such as 3l. ln this instance the locking pieces may project to a less distance from the body of the slab as shown so that the 'all or partition is reduced in thickness. The ends of such internal walls or partitions may be joined to the external or main walls of a building by passing them between the adjacent ends of the blocks forming the inner section of the double or main wall as at 32a, F ig. 7, the ends of said blocks being for this purpose slightly cut away or shortened as shown. The end of thepartition is thus ac commodated by one of the double or opposed dovetail passages which when filled with the plastic material forming the respective core 26 thereby locks the end of the partition securely in place.
The side, top and bottom edges of the blocks may be united by mortar or cement in the usual manner,
Having now described my invention what l claim as new and desire to secure .by Letters Patent is:-
l. A wall structure comprising an outer wall and an inner walh the outer wall including alternate layers formed with a plurality of blocks, each block having a pair of locking ribs formed thereon in the central portion and inclined toward each other, the blocks forming the intermediate layers having a single locking rib near each end inclined away from each other, the joints between blocks of successive layers being broken, so that relatively inclined ribs will register forming continuous ribs, the inner wall being formed of layers exactly the same as the outer wall, having the ends of the ribs contacting with the ends or" the ribs on the outer wall and having the joints between layers -atla plane intermediate the planes of the joints of the outer layers, and a filler between the pairs of inclined ribs forming columns for locking the blocks in place.
A wall structure comprising an inner portion and an outer portion formed of layers ot' blocks, alternate layers of each portion being Jformed with blocks having pairs ot' ribs inclined toward each other formed in the central portion, the intermediate layers having blocks formed with inclined ribs near each end thereof, the joint between blocks being intermediate the joints of the blocks in the alternate layers, so that similar ribs will be in alinement, the corresponding alined ribs of each wall portion contacting at the ends and forming columns, and a iller for the columns for reinforcing the wall portions and locking them to gether. l
3. A wall structure comprising an inner portion and an outer portion formed oic layers of blocks. alternate layers of each portion being formed with blocks having pairs of ribs inclined toward each other formed in the central portion, the intermediate layers having blocks' formed with inclined ribs near each end thereof, the joint between blocks being intermediate the joints of the blocks in the alternate layers, so that similar ribs will be in alinement, the corresponding alined ribs oit' each wall portion contacting at the ends and forming columns, a corner block Ytor the outer wall portion having a lateral projection at one end and an inclined rib formed thereon intermediate the ends7 so that in meeting walls the alter- JOHN MOR-GAN.
`Witness CECIL MCELESTINE.
liti@
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3222840A (en) * 1962-03-09 1965-12-14 Morton M Rosenfeld Wall structure and building block therefor
US3233380A (en) * 1962-03-09 1966-02-08 Morton M Rosenfeld Wall structure and block therefor
US3475873A (en) * 1966-09-14 1969-11-04 William D Steadman Modular,bonded building wall
US20110146196A1 (en) * 2009-11-26 2011-06-23 Casey Moroschan Hollow core block stabilization system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3222840A (en) * 1962-03-09 1965-12-14 Morton M Rosenfeld Wall structure and building block therefor
US3233380A (en) * 1962-03-09 1966-02-08 Morton M Rosenfeld Wall structure and block therefor
US3475873A (en) * 1966-09-14 1969-11-04 William D Steadman Modular,bonded building wall
US20110146196A1 (en) * 2009-11-26 2011-06-23 Casey Moroschan Hollow core block stabilization system
US8752355B2 (en) * 2009-11-26 2014-06-17 Casey Moroschan Hollow core block stabilization system

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