IL43729A - Concrete structure including modular concrete beam and method of making same - Google Patents
Concrete structure including modular concrete beam and method of making sameInfo
- Publication number
- IL43729A IL43729A IL7343729A IL4372973A IL43729A IL 43729 A IL43729 A IL 43729A IL 7343729 A IL7343729 A IL 7343729A IL 4372973 A IL4372973 A IL 4372973A IL 43729 A IL43729 A IL 43729A
- Authority
- IL
- Israel
- Prior art keywords
- concrete
- modular
- modular concrete
- beams
- concrete structure
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
- E04B5/06—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement with beams placed against one another optionally with pointing-mortar
-
- 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
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
- E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
Landscapes
- 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)
- Rod-Shaped Construction Members (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
A complete concrete structure, especially houses, having any desired architectural form and appearance is constructed in a series operations wherein the foundation, the interior and exterior walls, and the floor are constructed at the situs from a single basic, monolithic pre-cast modular concrete beam. Each beam is an elongated concrete member having a generally rectangular cross-section, and having a central aperture extending through the length of said beam. In addition, two opposite sides of the beam are provided with a plurality of lateral holes, and said sides are configured to have a longitudinally extending tongue and groove arrangement so that abutting modular concrete beams will interfit with one another. Either one or both of the other two opposite sides of the beams may be architecturally finished, depending on whether the beam is to be employed as forming a portion of the foundation, the upstanding walls, or the roof structure. The required electrical, plumbing and reinforcing elements, extend through the respective openings in the beams, and in addition to the tongue and groove interconnection between adjacent beams, a plurality of specially shaped connector members are provided for securing adjacent modular concrete beams together. In another embodiment of the modular concrete beam, the beam is formed of a composite structure comprising an internal hollow mold of frangible material such as polystyrene in intimate contact with an external concrete structure. The ends of the internal polystyrene mold as well as projections extending along the longitudinal sides thereof are exposed whereby the frangible ends or side projections may readily be cut out to enable the routing of service lines through the composite modular concrete beam.
[US3908324A]
Claims (5)
1. A modular concrete beam dn ■ efoh #/&
2. A modular concrete beam as in Claim 1 wherein the transverse round holes are tapered.
3. A modular concrete beam as in Claim 1 further . ncluding an internal hollow mold made of frangible material.
4. A modular concrete beam as in Claim 1 wherein each of the transverse aligned round holes extending through the opposite sides of the beam are tapered such that the largest diameter is at the exterior surface of said hole, whereas the smallest diameter is at the interior surface of the respective side of the modular '437
5. A modular concrete beam as claimed in Claim 1 characterieed thereby that said top eurface and/or said bottom eurface are architecturally finished; and* the two corners disposed between said top surface and said opposite side surfaces are beveled whereby when two of such modular concrete beams are interfitted, a V-shaped groove is defined in the upper eurface thereof* 6· A modular concrete beam as in Claim 1 wherein the central longitudinal aperture is round in cross-section* posite structure having a generally rectangular cross-section to define two opposed sides, a top surface and a bottom surface, said composite structure being formed by: (1) an internal, hollow mold made of frangible material, which mold includes a plurality of spaced projections extending from each opposite sid thereof, and with the opposite ends of said mold being closed; and (2) a concrete structure extending about and in intimate contact with said mold along the top, bottom and opposite side surfaces thereof, said concrete structure being of a thickness along the sides of the modular concrete beam that the spaced projections of the internal mold are exposed; the opposite sides of said concrete structure being configured on the external surfaces thereof to define respective cooperating tongue and groove configurations such that two of such modular concrete beams may be interfitted together in abutting relationship. A modular concrete beam as in Claim ^ wherein the internal mold is made of polystyrene. ") W1. A modular concrete beam as in Claim wherein the internal mold is made of two elongated sections. KB. A modular concrete beam as in Claim J wherein the internal mold includes at least one intermediate baffle disposed between the ends of the mold. 11· A modular concrete beam as in Claim 7 wherein the internal mold further includes a series of spaced* elongated projectiles extending from the top and bottom surfaces thereof. 12· A concrete structure erected with the use of beams as claimed in Claim 1» further comprising a foundation* upstanding by interconnecting a plurality of the said modular concrete beams* elongated reinforcing bars extending along the entire length of the beam* one of said bars in each of the corners of the modular concrete beam* mechanical bolting means for securing the foundation to the external and internal upstanding walls; an elongated U-shaped channel member secured to the upper end of each upstanding wall to maintain same in alignment} and securing means for securing the roof portion of the concrete structure to the upstanding walls so as to complete the concrete structure* 9· A concrete structure as in Claim wherein the mechanical bolting means comprises: bolt means rigidly connected to said foundation along the peripheral edge thereof and extending upwardly thereof; slotted plate means secured to the respective ends of the upstanding modular concrete beam forming said upstanding exterior and interior walls; an elongated channel shaped member having openings therein, said upstanding bolt extending through said opening in the elongated channel shaped members and the slotted plate member; and nut means for securing said modular concrete beams of the upstanding walls to the modular concrete beams of the foundation. Ι . A concrete structure as in Claim 1 wherein service conduits extend through the foundation, upstanding exterior and interior walls and roof of said structure through the labyrinth of passageways defined by said abutting- modular concrete beams. further including elongated reinforcing members extending through the aligned transverse holes of the abutting modular concrete structures to provide additional reinforcement for the concrete structure. further including a second story to said concrete structure formed of upstanding exterior and interior walls also made of modular concrete beams, along with a roof structure for said concrete structure. A concrete structure as in Claim l£, wherein the exterior and interior walls supporting the roof structure are of variable height in order to provide pitched roof for the concrete structure. 1& . A concrete structure as in Claim !¾✓ wherein abutting modular concrete beams are interconnected by means of a tongue and groove arrangement defined along the opposite sides of said modular concrete beams, and further including a plurality of lateral connecting members comprising tubular metal members having a diameter corresponding to the diameter of said transverse round holes, and an intermediate external flange for limiting the insertion of said tubular members into the transverse round holes. 20· A method of making a concrete structure by employing a plurality of modular concrete beams according to any of the preceding claims comprising the steps of: joining a plurality of such modular concrete beams to define the foundation of said structure; joining a plurality of such modular concrete beams to define a plurality of upstanding walls; interconnecting said plurality of upstanding walls to one another and to said foundation to complete the interior and exterior walls of said concrete structure; joining a plurality of such modular concrete beams to define the roof structure of said concrete structure) and connecting said roof structure to said upstanding walls; and ducting service lines through said labyrinth of passageways within the modular concrete beams of the foundation* walls and roof of the concrete structure* \ P.0. Eos *.-:·'> , Tsi-Aviv
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US399087A US3908324A (en) | 1973-09-20 | 1973-09-20 | Concrete structure including modular concrete beam and method of making same |
Publications (2)
Publication Number | Publication Date |
---|---|
IL43729A0 IL43729A0 (en) | 1974-03-14 |
IL43729A true IL43729A (en) | 1976-03-31 |
Family
ID=23578098
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
IL7343729A IL43729A (en) | 1973-09-20 | 1973-11-30 | Concrete structure including modular concrete beam and method of making same |
Country Status (12)
Country | Link |
---|---|
US (1) | US3908324A (en) |
JP (1) | JPS5058827A (en) |
AR (1) | AR206698A1 (en) |
AU (1) | AU7301174A (en) |
BE (1) | BE820109A (en) |
CA (1) | CA1021173A (en) |
FR (1) | FR2259956B1 (en) |
GB (1) | GB1485963A (en) |
IL (1) | IL43729A (en) |
IN (1) | IN143400B (en) |
PH (1) | PH11142A (en) |
ZA (1) | ZA745622B (en) |
Families Citing this family (30)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4010581A (en) * | 1975-07-17 | 1977-03-08 | Keturi Raymond C | Cored slab building construction |
US3999341A (en) * | 1975-09-29 | 1976-12-28 | Stout Robert K | Composite concrete structure and method of making same |
US4158942A (en) * | 1977-07-25 | 1979-06-26 | Hart Wayne C | Method of forming a floor assembly and precast concrete slabs therefor |
ATA186782A (en) * | 1982-05-12 | 1989-08-15 | Naegele & Co Bau | FILLER BODY ELEMENT FOR CEILING OR WALL ELEMENTS |
IL72984A0 (en) * | 1983-09-29 | 1984-12-31 | Rastra Ag | Large-panel component for buildings |
US4748776A (en) * | 1987-06-05 | 1988-06-07 | Yu Shu Shyan | Roofing construction with hollow ceramic blocks |
SE461799B (en) * | 1988-09-13 | 1990-03-26 | Gustavsberg Vvs Ab | PROCEDURES AND RESOURCES FOR PUBLISHING OF WASTE WATER PIPES IN HALBJELKLAG |
AU654200B2 (en) * | 1991-09-05 | 1994-10-27 | Jeffrey Michael Toomey | Building systems |
US5226276A (en) * | 1991-10-09 | 1993-07-13 | Cahill William R | Free standing wall construction, a method of constructing same, and a precast elongated construction member |
GB9512258D0 (en) * | 1995-06-16 | 1995-08-16 | Derby Stanley | Hollow concrete-walled structure for marine use |
US6412243B1 (en) * | 1997-04-30 | 2002-07-02 | Franklin S. Sutelan | Ultra-lite modular composite building system |
US6223487B1 (en) * | 1998-10-06 | 2001-05-01 | Innovative Foundations, Llc | Concrete construction modules for building foundations and walls |
NL1013136C2 (en) * | 1999-09-24 | 2000-07-31 | Vbi Ontwikkeling Bv | Channel plate for forming a floor field in which pipes can be received, and a method for forming a floor field with pipes using such channel plates. |
US6948282B2 (en) * | 2003-01-09 | 2005-09-27 | Allan Block Corporation | Interlocking building block |
US20070101678A1 (en) * | 2003-08-12 | 2007-05-10 | Miniter Frederick M | Thermally insulating panel & wall constructed therefrom |
US20070234675A1 (en) * | 2006-03-17 | 2007-10-11 | Panel Resources, Inc. | Lightweight man-made board |
US20120079783A1 (en) * | 2006-09-19 | 2012-04-05 | Michael Edward Nylin | Simplified non-polystyrene permanent insulating concrete form building system |
US8113740B2 (en) * | 2008-02-06 | 2012-02-14 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
US9546044B2 (en) | 2008-02-06 | 2017-01-17 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
US8985897B2 (en) | 2008-02-06 | 2015-03-24 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
US8631616B2 (en) * | 2009-01-20 | 2014-01-21 | Skidmore Owings & Merrill Llp | Precast wall panels and method of erecting a high-rise building using the panels |
EP2414301B1 (en) * | 2009-04-03 | 2015-11-11 | James Hardie Technology Limited | Cementitious article and method of making |
US20110030307A1 (en) * | 2009-08-10 | 2011-02-10 | Caterpillar Inc. | Concrete bar slag container |
RU2013112889A (en) * | 2010-09-17 | 2014-10-27 | Урбанетикс Инк. | CONSTRUCTION-MONOLITHIC CONSTRUCTION MODULE MODULE WITH HEAT-HEATING RADIATOR |
CN103850363B (en) * | 2014-03-11 | 2015-02-25 | 赵春樵 | Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall |
IL237036B (en) * | 2015-02-01 | 2020-05-31 | Dahan Zion | Profile for a stay-in-place formwork system |
US11536017B2 (en) | 2016-10-26 | 2022-12-27 | Envirokeeper, LLC | Modular precast concrete water storage device and system |
US10584471B2 (en) | 2017-06-15 | 2020-03-10 | James Bradford Boulton | Integrated retaining wall and fluid collection system |
CN110861201B (en) * | 2018-08-27 | 2021-07-16 | 润弘精密工程事业股份有限公司 | Positioning mold for manufacturing pre-cast beam-column structure and method for manufacturing pre-cast beam-column structure using said positioning mold |
US11384539B2 (en) * | 2020-01-09 | 2022-07-12 | Christopher R. Genest | Masonry block system |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US940227A (en) * | 1909-03-23 | 1909-11-16 | Otto Castilio | Interlocking building-block. |
US1548485A (en) * | 1921-04-06 | 1925-08-04 | Walter H Quimby | Mold for concrete tiles |
US1593831A (en) * | 1925-06-01 | 1926-07-27 | King William | Method of making building material |
US1658255A (en) * | 1926-08-18 | 1928-02-07 | Errett S Rhoads | Concrete-molding apparatus |
US2192182A (en) * | 1937-02-26 | 1940-03-05 | Deutsch Maurice | Concrete slab |
US2639606A (en) * | 1947-01-03 | 1953-05-26 | Jr Maurice Boss | Precast reinforced masonry wall |
FR943027A (en) * | 1947-03-11 | 1949-02-24 | slab element | |
GB903072A (en) * | 1957-08-30 | 1962-08-09 | F & D M Hewitt Ltd | Improvements in or relating to construction units and methods of making the same |
US3030687A (en) * | 1958-06-23 | 1962-04-24 | Paul M Muspratt | Method and apparatus for producing a monolithic concrete construction panel |
US3281510A (en) * | 1962-08-20 | 1966-10-25 | Ivar C Lovret | Method and apparatus for continuously molding a composite sandwich panel having regular interconnecting voids therein |
US3549116A (en) * | 1967-10-20 | 1970-12-22 | Roaring Spring Blank Book Co | Core form for concrete member |
US3455071A (en) * | 1968-05-02 | 1969-07-15 | Leopold Muller | Concrete ceiling plate |
CH507430A (en) * | 1970-02-24 | 1971-05-15 | Keller & Cie Ag | Partition panel, in particular storey-high partition panel |
-
1973
- 1973-09-20 US US399087A patent/US3908324A/en not_active Expired - Lifetime
- 1973-11-30 IL IL7343729A patent/IL43729A/en unknown
- 1973-12-03 CA CA187,262A patent/CA1021173A/en not_active Expired
- 1973-12-13 JP JP48139549A patent/JPS5058827A/ja active Pending
-
1974
- 1974-01-01 AR AR255673A patent/AR206698A1/en active
- 1974-09-04 ZA ZA00745622A patent/ZA745622B/en unknown
- 1974-09-05 AU AU73011/74A patent/AU7301174A/en not_active Expired
- 1974-09-09 PH PH16260A patent/PH11142A/en unknown
- 1974-09-16 GB GB40295/74A patent/GB1485963A/en not_active Expired
- 1974-09-18 IN IN2078/CAL/1974A patent/IN143400B/en unknown
- 1974-09-19 FR FR7431716A patent/FR2259956B1/fr not_active Expired
- 1974-09-19 BE BE148697A patent/BE820109A/en unknown
Also Published As
Publication number | Publication date |
---|---|
IL43729A0 (en) | 1974-03-14 |
AR206698A1 (en) | 1976-08-13 |
PH11142A (en) | 1977-10-27 |
JPS5058827A (en) | 1975-05-21 |
AU7301174A (en) | 1976-03-11 |
CA1021173A (en) | 1977-11-22 |
IN143400B (en) | 1977-11-19 |
BE820109A (en) | 1975-01-16 |
GB1485963A (en) | 1977-09-14 |
US3908324A (en) | 1975-09-30 |
FR2259956A1 (en) | 1975-08-29 |
FR2259956B1 (en) | 1979-02-02 |
ZA745622B (en) | 1976-04-28 |
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