US1959653A - Construction of self-supporting structures - Google Patents
Construction of self-supporting structures Download PDFInfo
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- US1959653A US1959653A US480052A US48005230A US1959653A US 1959653 A US1959653 A US 1959653A US 480052 A US480052 A US 480052A US 48005230 A US48005230 A US 48005230A US 1959653 A US1959653 A US 1959653A
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- building
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- 238000010276 construction Methods 0.000 title description 16
- 238000005192 partition Methods 0.000 description 10
- 239000000463 material Substances 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 101100443238 Caenorhabditis elegans dif-1 gene Proteins 0.000 description 1
- 102000004726 Connectin Human genes 0.000 description 1
- 108010002947 Connectin Proteins 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229920000136 polysorbate Polymers 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Images
Classifications
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3217—Auxiliary supporting devices used during erection of the arched structures
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3258—Arched structures; Vaulted structures; Folded structures comprised entirely of a single self-supporting panel
- E04B2001/3264—Arched structures; Vaulted structures; Folded structures comprised entirely of a single self-supporting panel hardened in situ
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3276—Panel connection details
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3288—Panel frame details, e.g. flanges of steel sheet panels
Definitions
- This invention relates to building constructions and more particularly to an improvement in the art of building self-sustaining structures from preformed blocks.
- a 20 further object is to provide a means and method for constructing arched concrete structures whereby the supporting forms may be promptly removed.
- Another object of theinvention is to produce a pro-formed block of improved shape for use in constructing built up structures. It is also an object to produce a construction having improved light transmitting characteristics and to provide preformed blocks for producing such construction.
- a further object is to produce a building structure of improved load carrying characteristics- Other objects will become'apparent.
- Figure 1 is an end elevation illustrating the construction of a building utilizing my invention.
- Figure 2 is a side elevation of the construction shown in Figure 1.
- Figure 3 is an enlarged fragmentary elevation of a portion of the completed building.
- Figure 4 is a cross-section taken on the line 4-4 of Figure 3.
- Figure 5 is a side elevation, partly in section, of one of the blocks illustrated in Figure 4.
- Figure 6 is a bottom plan view of the block shown in Figure 5.
- Figure 7 is a section through a modified form of my improved building block..
- the numeral. 1 indicates the center which may be of any suitable construction to support the pre-formed blocks during the formation of a section of the building.
- the numerals 2, 2 designate a series of jacks adapted to raise the center into position and to'lower it after a section is completed. These jacks may be supported upon wheels 3, 3 in order that the center may be readily moved from one position to another after the completion of each section.
- the pre-formed concrete blocks 4, 4 used in constructing the building may be formed and allowed to stand long enough to become sufficient- 69 I ly hard to sustain the compression loads to which they will be subjected in the finished arch.
- These blocks may be constructed as shown in Figures 4, 5 and 6 with side and end walls 5 and 6, respectively, covered by an arched top 7.
- the side walls 5,. 5 are connected by partitions 8, 8 which serve to strengthen the block.
- Each block 4 may have reinforcing rods 9, 9 extending in the form of closed horizontal loops through the walls of the block. If preferred this reinforcing may be sup? 70 plied in the form of wire mesh extending through the walls and roof of the block, as indicated at 10 in Figure 7. It may also be desirable to further reinforce the blocks by passing rods 11, 11 through each partition 8 of the block. These rods may extend through the side walls and be turnedup at their ends to provide supports for longitudinal reinforcing rods 12, 12 to be positioned in the joist 13.
- the blocks 4, 4 When the construction of a building in ac cordance with my invention is started the blocks 4, 4 may be placed in rows along the surface of the center, by meansof a derrick 14, leaving'a space between each row to form a continuous joist extending from one side of the building to the other.
- a thin layer of binding material such as an asphaltic cement, may be placed be tween the adjacent ends of each of the blocks as they are placed in position.
- Reinforcing rods 12, 12 (see Figure 4) extending from the base of one side of the construction to that of the other, may be positioned in these spaces and may be supported upon the rods 11, 11 or may be otherwise supported. Concrete is then poured into the space between the adjacent rows of blocks.
- each rowof blocks will form an arch of approximately parabolic shape or will take the form of an inverted catenary. This form is preferred because by using it the line of thrust for uniform dead load will fall approximately on the axis of the arch.
- base supports at each side of the building like those indicated in Figures 1 and 2, although the building may be constructed without them by extending the sidewalls to the ground.
- the blocks in the lower rows rest upon l0 beams 15 which are supported at their ends upon the angularly disposed braces 16 and 1'? bearing upon the bases 18 and 19.
- the bases 18 and 19 may be connected together. With this form of support the load is distributed over a longer base and a more stable construction results. Also, since the braces 16 and 1'7 are spaced longitudinally along. the build ng, as illustrated in Figure 2, this form of construction permits the installation of entrances through the sides of the bu lding at convenient points.
- each line or row" of blocks will become self-supporting as soon as the row is completed. Therefore, when the concrete poured into the joists between the adjacent rows 'of blocks has taken an initial set the center may be withdrawn from beneath that section andmay be moved to thenextsection. It is apparent thatby using this method the forms used to support the arch during its constructionmay be rerlnoved from e'ach'sectionin a greatly reduced time as compared to that required to produce a final set inall of "the concrete of the arch.
- the rows of pre-formed blocks serve as'forms for" the sides'of'the joists during the pouring and hardening of the cement in the latter, and since theyf orm a self-supporting arch, they also serve to carry the deadload of the building during the final hardening of the concrete in the joists.
- the blocks become an integral part of the build ng and the support of the dead load of the'building isdivided between the blocks and the joists.
- the mold may be shaped to give a configuration similar to thatindicatedat 20 in Figure 4 or, if preferred,
- the top 22 may be trowelled on afterthe block has been formed. If a water-proof surface is desired, this trowelled on portion may be of asphaltic' or some other water-proof material or the pre-formed surface may be simply painted or otherwise coated with a suitable water-proofing material, as illustrated at 23.
- the partitions or ribs 8, 8 form lateral supports for the side webs or walls 5 of theblocks and thereby greatly increase "the compressive strength oftherelatively deep walled block.
- these blocks may be formed with glass vault lights in the spaces 24, 24.
- These vault lights may be curved as illustrated at 25, 25or they mayv be fiat or any other suitable shape, Be cause of the arrangement of thewebs and ribs of the bloclgs, the light striking the building at an angle. to the "surface of a block will not be transmitted directly into the, buildingbut 'will strike the projecting walls 5 and 6 and the partitions '8, '8 and willenter the building as dif- 1 fused light.
- each block may be curved'asil I
- the joists,with the reinforcingrods therein, will also carry any eccentric loads lustrated at 26 in order to fit the curve of the center.
- A"- building comprising a*plurality of self-- supporting arched rows'of pre-formed, relatively deep, hollowblocks, each open at its inner side, said blocks being separated by continuous joists extending from thebase atone side of the struc ture to the base at the other side of the structure 2.
- a building comprising a plurality of self-- supporting arched rows of -pre-formed hollow blocks, each having spaced par-titions extending betwe'enthe longitudinal walls, said blocks being separated by reinforced concretejoists extend ing from one side of the-building to the other. 3.
- a building comprising a plurality of selfsupporting arched rows of pre-formed"blo'cks, each block having a convex outersurface, said rows of blocks being joined by continuous concrete joists'formed'to give a corrugatedshape to the outer surface of the building.
- Abuilding comprising a plurality of selfsupporting arched rows of preformed hollow blocks, each block having a partition connectin'g its longitudinal walls and having reinforcing bars extending longitudinally through said. par-'1 tition and'projecting beyond the side walls and bent at an angle at their ends, and a concrete joist joining saidrows, said joist having a re:
- inforcing bar'extending longitudinally'through 1 each row having its ends supported upon a beam 15 carried by diverging piers extending'upon opposite sides of the line of thrust of the arch, and concrete joists joining said rows of blocks.
- a hollow I building, block composed 'principally of non nietallic material having partitions Ti foo 10.
- a building block having a partition connecting its longitudinal walls and having reenforcing bars extending longitudinally through said partition and projecting beyond the side walls and bent at an angle at their ends.
- a building block having side and end walls surrounding a space formed therebetween, a top joining said side and end walls and being convex on its exterior surface, said block being open at the bottom, and a glass portion secured in said top, and being thinner than said top, for transmitting light through the top of said block.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
May 22, 1934.
A. J. BARZAGHH ,959,653 CONSTRUCTION OF SELF SUPPORTING STRUCTURES Filed Sept. 6, 1930 2 Sheets-Sheet 1 INVENTOR ARTHUR J. Baez/1 w I6 75 ATTORNEY mw www w 2 Sheets-Sheet 2 A. J. BARZAGHI Filed Sept. 6. 1930 CONSTRUCTION OF SELF SUPPORTING STRUCTURES May 22, 1934.
lmmw INVENTOR ARTHUR JBARZA 6H1 ATTORNEY Patented May 22, 1934 UNITED STATES PATENT OFFICE CONSTRUCTION OF SELF-SUPPORTING STRUCTURES 11 Claims.
This invention relates to building constructions and more particularly to an improvement in the art of building self-sustaining structures from preformed blocks.
In the building of arched concrete structures, it is common practice to employ removable centers or forms to support the construction while it is being built. In using such forms it is ordinarily necessary to leave the center in position for several weeks until the concrete has set completely, in order that the concrete will be sufiiciently hardened to take the entire thrust of the arch. The delay resulting from this procedure is often objectionable in that it ties up large quantities of equipment and causes delay.
It is an object of this invention to provide an improved method for 7 building self-supporting structures, by which the construction of the structure will be facilitated and hastened. A 20 further object is to provide a means and method for constructing arched concrete structures whereby the supporting forms may be promptly removed. Another object of theinvention is to produce a pro-formed block of improved shape for use in constructing built up structures. It is also an object to produce a construction having improved light transmitting characteristics and to provide preformed blocks for producing such construction. A further object is to produce a building structure of improved load carrying characteristics- Other objects will become'apparent.
Indescribing the invention as applied to the construtcion of a concrete building, reference will be made to the drawings in which Figure 1 is an end elevation illustrating the construction of a building utilizing my invention. Figure 2 is a side elevation of the construction shown in Figure 1. Figure 3 is an enlarged fragmentary elevation of a portion of the completed building. Figure 4is a cross-section taken on the line 4-4 of Figure 3. Figure 5 is a side elevation, partly in section, of one of the blocks illustrated in Figure 4. Figure 6 is a bottom plan view of the block shown in Figure 5. Figure 7 is a section through a modified form of my improved building block..
In the several drawings, the numeral. 1 indicates the center which may be of any suitable construction to support the pre-formed blocks during the formation of a section of the building. The numerals 2, 2 designate a series of jacks adapted to raise the center into position and to'lower it after a section is completed. These jacks may be supported upon wheels 3, 3 in order that the center may be readily moved from one position to another after the completion of each section.
The pre-formed concrete blocks 4, 4 used in constructing the building may be formed and allowed to stand long enough to become sufficient- 69 I ly hard to sustain the compression loads to which they will be subjected in the finished arch. These blocks may be constructed as shown in Figures 4, 5 and 6 with side and end walls 5 and 6, respectively, covered by an arched top 7. The side walls 5,. 5 are connected by partitions 8, 8 which serve to strengthen the block. Each block 4 may have reinforcing rods 9, 9 extending in the form of closed horizontal loops through the walls of the block. If preferred this reinforcing may be sup? 70 plied in the form of wire mesh extending through the walls and roof of the block, as indicated at 10 in Figure 7. It may also be desirable to further reinforce the blocks by passing rods 11, 11 through each partition 8 of the block. These rods may extend through the side walls and be turnedup at their ends to provide supports for longitudinal reinforcing rods 12, 12 to be positioned in the joist 13.
When the construction of a building in ac cordance with my invention is started the blocks 4, 4 may be placed in rows along the surface of the center, by meansof a derrick 14, leaving'a space between each row to form a continuous joist extending from one side of the building to the other. A thin layer of binding material; such as an asphaltic cement, may be placed be tween the adjacent ends of each of the blocks as they are placed in position. Reinforcing rods 12, 12 (see Figure 4) extending from the base of one side of the construction to that of the other, may be positioned in these spaces and may be supported upon the rods 11, 11 or may be otherwise supported. Concrete is then poured into the space between the adjacent rows of blocks. 7 In constructing the center I prefer to give its outer surface such a shape that each rowof blocks will form an arch of approximately parabolic shape or will take the form of an inverted catenary. This form is preferred because by using it the line of thrust for uniform dead load will fall approximately on the axis of the arch.
It is also preferred to use base supports at each side of the building like those indicated in Figures 1 and 2, although the building may be constructed without them by extending the sidewalls to the ground. When these supports are used the blocks in the lower rows rest upon l0 beams 15 which are supported at their ends upon the angularly disposed braces 16 and 1'? bearing upon the bases 18 and 19. If preferred the bases 18 and 19 may be connected together. With this form of support the load is distributed over a longer base and a more stable construction results. Also, since the braces 16 and 1'7 are spaced longitudinally along. the build ng, as illustrated inFigure 2, this form of construction permits the installation of entrances through the sides of the bu lding at convenient points.
By constructing the building in the manner described, each line or row" of blocks will become self-supporting as soon as the row is completed. Therefore, when the concrete poured into the joists between the adjacent rows 'of blocks has taken an initial set the center may be withdrawn from beneath that section andmay be moved to thenextsection. It is apparent thatby using this method the forms used to support the arch during its constructionmay be rerlnoved from e'ach'sectionin a greatly reduced time as compared to that required to produce a final set inall of "the concrete of the arch. The rows of pre-formed blocks serve as'forms for" the sides'of'the joists during the pouring and hardening of the cement in the latter, and since theyf orm a self-supporting arch, they also serve to carry the deadload of the building during the final hardening of the concrete in the joists. When 'the concrete in the joists has become conipletely set, the blocks become an integral part of the build ng and the support of the dead load of the'building isdivided between the blocks and the joists.
or unbalanced wind loads which would tend'to throw thear chout of its self-supporting alignwith or without the application of pressure. If
the block is to have an arched surface, the mold may be shaped to give a configuration similar to thatindicatedat 20 in Figure 4 or, if preferred,
a it may be given a rectangular or some other'suitable form, as indicated at 21 in Figure 7, and
the top 22 may be trowelled on afterthe block has been formed. If a water-proof surface is desired, this trowelled on portion may be of asphaltic' or some other water-proof material or the pre-formed surface may be simply painted or otherwise coated with a suitable water-proofing material, as illustrated at 23.
The partitions or ribs 8, 8 form lateral supports for the side webs or walls 5 of theblocks and thereby greatly increase "the compressive strength oftherelatively deep walled block.
When it is desired to transmit light through some or all of the blocks used to form the building, these blocks may be formed with glass vault lights in the spaces 24, 24. These vault lights may be curved as illustrated at 25, 25or they mayv be fiat or any other suitable shape, Be cause of the arrangement of thewebs and ribs of the bloclgs, the light striking the building at an angle. to the "surface of a block will not be transmitted directly into the, buildingbut 'will strike the projecting walls 5 and 6 and the partitions '8, '8 and willenter the building as dif- 1 fused light.
The bottom of each blockmay be curved'asil I The joists,with the reinforcingrods therein, will also carry any eccentric loads lustrated at 26 in order to fit the curve of the center. In a construction of the shape illustrated, it is sufficient to form blocks of only two diiferent curvatures, that is, one curvature for the side walls of the arch and a curvature of shorter radius for the top of the arch.
In constructing a building in accordance with my invention, the blocks 4 may be'staggered, as shown in Figure 2,= by starting each alternate row with a half or other portion of a block. If preferred, however, the blocks may be laid in rows which are even longitudinally, as illustrated in; Figure 3,
I AlthoughI have described my invention as applied to a building made up of pre-formed concrete blocks, it is apparent that it may also be applied to a building made up of pre-formed blocks of metal or other suitable material, and
these blocks may be held together by means other than the concrete joists shown and described. It is apparent that many other applications of the invention may be made and' it-is not'intended 'to limit it to the particular m bodiment disclosed. The terms'used in describ-I ing the invention are-used in a descriptive sense and not'as terms of limitation and 'it is intendedto include within the scope of the appended claims all equivalents of the terms used to tie fine the invention. 4
What I claim is: i r
l. A"- building comprising a*plurality of self-- supporting arched rows'of pre-formed, relatively deep, hollowblocks, each open at its inner side, said blocks being separated by continuous joists extending from thebase atone side of the struc ture to the base at the other side of the structure 2. A building comprising a plurality of self-- supporting arched rows of -pre-formed hollow blocks, each having spaced par-titions extending betwe'enthe longitudinal walls, said blocks being separated by reinforced concretejoists extend ing from one side of the-building to the other. 3. A buildingcomprising a plurality of 'self-*.
supporting arched rows of- 'pre-forme'd hollow hollow blocks, each block being open at it'sinner surface, having an inwardly extending partition connecting its longitudinal walls-and having-a portion of its outer surface adapte'dto transmit light, said'rows beingunited'by joists. 4. A building comprising a plurality of selfsupporting arched rows of pre-formed"blo'cks, each block having a convex outersurface, said rows of blocks being joined by continuous concrete joists'formed'to give a corrugatedshape to the outer surface of the building.
5. Abuilding comprising a plurality of selfsupporting arched rows of preformed hollow blocks, each block having a partition connectin'g its longitudinal walls and having reinforcing bars extending longitudinally through said. par-'1 tition and'projecting beyond the side walls and bent at an angle at their ends, and a concrete joist joining saidrows, said joist having a re:
inforcing bar'extending longitudinally'through 1 each row having its ends supported upon a beam 15 carried by diverging piers extending'upon opposite sides of the line of thrust of the arch, and concrete joists joining said rows of blocks.
'7. A hollow I building, block composed 'principally of non nietallic material having partitions Ti foo 10. A building block having a partition connecting its longitudinal walls and having reenforcing bars extending longitudinally through said partition and projecting beyond the side walls and bent at an angle at their ends.
11. A building block having side and end walls surrounding a space formed therebetween, a top joining said side and end walls and being convex on its exterior surface, said block being open at the bottom, and a glass portion secured in said top, and being thinner than said top, for transmitting light through the top of said block.
ARTHUR J. BARZAGHI.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US480052A US1959653A (en) | 1930-09-06 | 1930-09-06 | Construction of self-supporting structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US480052A US1959653A (en) | 1930-09-06 | 1930-09-06 | Construction of self-supporting structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US1959653A true US1959653A (en) | 1934-05-22 |
Family
ID=23906482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US480052A Expired - Lifetime US1959653A (en) | 1930-09-06 | 1930-09-06 | Construction of self-supporting structures |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US1959653A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2686421A (en) * | 1947-01-07 | 1954-08-17 | Barron Maurice | Bridge |
| US2699739A (en) * | 1950-08-05 | 1955-01-18 | Eric C Molke | Concrete arch structure and method of constructing the same |
| US2776471A (en) * | 1952-01-09 | 1957-01-08 | Preload Co Inc | Method of erecting prestressed floor sections |
| WO2021074667A1 (en) * | 2019-10-14 | 2021-04-22 | Obryan Sean Joziph | Arched structure made of blocks |
| US11066825B2 (en) * | 2016-12-29 | 2021-07-20 | Meridian Manufacturing, Inc. | Quonset building with internal tower support |
-
1930
- 1930-09-06 US US480052A patent/US1959653A/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2686421A (en) * | 1947-01-07 | 1954-08-17 | Barron Maurice | Bridge |
| US2699739A (en) * | 1950-08-05 | 1955-01-18 | Eric C Molke | Concrete arch structure and method of constructing the same |
| US2776471A (en) * | 1952-01-09 | 1957-01-08 | Preload Co Inc | Method of erecting prestressed floor sections |
| US11066825B2 (en) * | 2016-12-29 | 2021-07-20 | Meridian Manufacturing, Inc. | Quonset building with internal tower support |
| WO2021074667A1 (en) * | 2019-10-14 | 2021-04-22 | Obryan Sean Joziph | Arched structure made of blocks |
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