US3662506A - Unitized building structure utilizing precase components - Google Patents

Unitized building structure utilizing precase components Download PDF

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Publication number
US3662506A
US3662506A US2177A US3662506DA US3662506A US 3662506 A US3662506 A US 3662506A US 2177 A US2177 A US 2177A US 3662506D A US3662506D A US 3662506DA US 3662506 A US3662506 A US 3662506A
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United States
Prior art keywords
floor
wall panels
panels
wall
site
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Expired - Lifetime
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US2177A
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English (en)
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Thomas J Dillon
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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
    • E04B1/16—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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • 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

Definitions

  • ABSTRACT A unitized building and a method of mass-producing the same that features the use of percast wall and floor components with the wall components being provided with vertical voids that are in registry with the spacing between adjacent horizontal floor sections which are, in turn, supported on said wall sections in spanning relationship thereto.
  • the floor components are precast prior to delivery to the site so that upon in situ pouring of the floor slabs to proper thickness, the cement being used is forced into the voids of the wall panels to effectuate a concrete fusion between wall and floor components.
  • precast components While the use of precast components is desirable, it is mandatory that such components be capable of being supported and erected without unusual effort and expensive equipment being required.
  • construction techniques at the present time presently include the pouring or laying up of the vertical walls at the site.
  • the walls then receive precast floor components that are only partially poured as regards thickness. Once these slabs are positioned in place at the site, the remaining portion of the slab is poured so that the finished product is completed.
  • the conventional wall panel is cast with a series of vertical voids therein, with the voids serving the dual purpose of lightening the precast components for shipping and erection purposes, while simutaneously providing recesses within which the finishing concrete used at the building site can be received so as in effect create a fusion between the wall and floor components following final pouring at the site.
  • undercuts straddle the longitudinal ribs of the floor panels so that as the finishing pour is taking place, cement can pass through the void provided by these undercuts and thus into the vertical voids that are connected thereto.
  • the finishing concrete not only cover the surface of the floor slab to the desired thickness, but is also received within the vertical voids of the wall panel so that wall panel and floor panel are bonded or fused together by the same finishing concrete.
  • auxiliary mechanical fastening can be employed between the components just described so as to insure rigidity prior to the time of final pour.
  • This auxiliary fastening takes the form of angled rods which carried by the floor components and can be tack welded to appropriate plates on the walls to prevent shifting between the floor and walls as well as serving as reinforcing members after the finish concrete has been poured.
  • FIG. 1 is a perspective view partly broken away and in fact, and illustrating improved building construction method apparatus.
  • FIG. 2 is a plan view showing floor slabs in place on a vertical wall section.
  • FIGS. 3, 4, and 5 are sectional views taken on the lines 3- 3, 44, and 4-5 of FIG. 2.
  • FIG. 6 is a vertical section taken on the line 6-6 of FIG. 3.
  • the wall panels 10 have a plurality of vertical voids 15,15 that are shown spaced equi-distant between the opposed planar faces 13 and 14, and that extend between the top surface 11 and the bottom surface 12 of the panel.
  • the purpose of these voids 15,15 is twofold in that their presence first, materially reduces the weight of the panel in question, andthat, secondly, these voids 15, 15 are subsequently filled with concrete during the final pouring operations so as to effectuate fusion or bonding between the floor and wall panels following erection.
  • the preferred embodiment of the invention shown herein also contemplates erection of additional stories prior to the finish pouring of the particular floor being built. In this fashion, for example, the crew erecting the wall panels and laying in the floor slabs can stay two or three stories ahead of the crew pouring the concrete.
  • a series of transverse, horizontal grooves 16, 16 and 16a, 16a are provided in the bottom surface 12 of the wall panel 10, with these grooves extending transversely on the wall 10 between the planar surfaces 13 and 14.
  • the grooves 16,16 are shown having a greater depth than the grooves 160, 16a, with this arrangement being illustrated best in the lower portion of FIG. 1. It is to be noted that the grooves 16,16 and 16a, 16a correspond in total number to the number of voids 15,15, and further that these grooves are in vertical alignment with such voids in all instances.
  • the floor slabs 20,20 are, as previously indicated, identical in construction. These panels are pre-cast to a rectangular configuration so as to include a base portion 20a, a longitudinal edge portion 21, and a series of up-.
  • ribs 22,22 and 22a, 22a extend throughout the longitudinal extent of slab 20 so as to have their ends flush with the longitudinal end 21 of the slab, as clearly shown in FIG. 1 of the drawings.
  • the ribs 22a, 22a terminate short of the edge 21 for purposes that will be subsequently described.
  • conventional reinforcing rods 40,40 are shown extending longitudinallyof floor panel 20 for known purposes of reinforcing.
  • the units could be provided with tack pleats 41,41 and 42,42, which could be welded together on site.
  • a series of right angle rods 43,43 could be placed loosely in position, as shown in FIG. 1, with the weight of the members holding the same in place until such time as pouring operations could be completed, at which time the members 43,43 would serve as reinforcing units.
  • the ribs 22,22 are provided with metal plates 23,23 that are spaced inwardly from the outward ends of the slab, two inserts being provided on each rib, as shown best in FIG.
  • inserts 23,23 serve as the point of attachment for certain connecting elements 24, 25, 26 and 27, which will now be described.
  • the elements 24 and 25 are right angle metal rod components that respectively push against and pull against opposed wall portions of the void 15, as best shown in FIG. 3.
  • the slab 20 is locked in place against longitudinal shifting with respect to the wall 10, once the components have been fastened in place, as shown in FIG. 3 as by the use of tack weld applied to the metal plate members 23,23.
  • the plate members 23,23 may be cast in place or may be attached as by the use of bolts or other fastening means.
  • the rods 26,27 are straight in profile and are intended to project coextensively from one edge of slab 20 to connect with the adjacent coextensive rod for attachment and alignment purposes. Such attachment then precludes vertical or transverse shifting of the floor slabs.
  • centering pins 31,31 provided in the top and bottom surfaces 11 and 12 of the wall panel 10.
  • the pins 31, 31 preclude longitudinal or transverse shifting of the unit while the flush abutment of the ribs 22a,22a with the opposed sides of the wall panel provides further support against transverse shifting.
  • the pin employed is preferably a tapered pin that is received within a tapered pipe 32 that extends vertically and opens into the surfaces 11 and 12 of the wall panel 10.
  • the pin and pipe which are illustrated are relatively short but they can be extended to any desired length to give further stability to the structure prior to the final pour if desired.
  • the finished floor line indicated by the line L" is above the uppermost surface of the grooves 16,16 and 16a,16a, so that when final pour is completed, no trace will remain of the grooves 16,16 and 16a,l6a, which will have been covered up during such pour. Additionally, and once the floor and wall components have been assembled as just described, it is believed apparent that corridor walls and other internal walls could be readily positioned, using known techniques.
  • each floor is to receive the final pour before adding the next, the saw-tooth bottom edge of panels 10,10 may be eliminated by eliminating grooves 16,16 and l6a,16a.
  • one series of wall panels is erected on the conventional foundation (not shown) and the floor slabs 20,20 are placed in position. The final pour of concrete is then accomplished so that a unitary continuous structure is created. The second series of wall panels are then erected and the process can be repeated for the second floor.
  • the building structure of claim 9 further characterized by the fact that said precast floor panels and said precast wall panels each have elongate reinforcing rods embedded therein; said embedded reinforcing rods coacting with the reinforcing means embedded in said site-poured concrete to enhance the overall structural characteristics of the monolithic structure.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Finishing Walls (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
US2177A 1970-01-12 1970-01-12 Unitized building structure utilizing precase components Expired - Lifetime US3662506A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US217770A 1970-01-12 1970-01-12
US2950870A 1970-04-17 1970-04-17

Publications (1)

Publication Number Publication Date
US3662506A true US3662506A (en) 1972-05-16

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US2177A Expired - Lifetime US3662506A (en) 1970-01-12 1970-01-12 Unitized building structure utilizing precase components

Country Status (4)

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US (1) US3662506A (de)
DE (1) DE2101084C2 (de)
FR (1) FR2076062B1 (de)
GB (1) GB1336748A (de)

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3782061A (en) * 1972-03-23 1974-01-01 A Minutoli Concrete building construction with improved post tensioning means
FR2204747A1 (de) * 1972-11-01 1974-05-24 Forest City Dillon
US3882649A (en) * 1971-03-05 1975-05-13 Francis Mah Interlocked modular building system
DE2908995A1 (de) * 1979-03-08 1980-09-11 Cichos Geb Schloesser Baerbel Bauwerk mit plattenbalken
US4986040A (en) * 1988-12-19 1991-01-22 Inventio Ag Modular elevator shaft
US5493838A (en) * 1994-05-06 1996-02-27 Ross; David Method of constructing a concrete basement from prefabricated concrete panels
WO1997011237A1 (en) * 1995-09-08 1997-03-27 O-Stable Panel Snd. Bhd. Pre-cast concrete panels for construction of a building
WO1997022770A1 (en) * 1995-12-20 1997-06-26 Arthur Perrin Prefabricated construction panels and modules for multistory buildings and method for their use
US5682717A (en) * 1994-11-30 1997-11-04 Carranza-Aubry; Rene Prefabricated support elements and method for implementing monolithic nodes
US5737895A (en) * 1995-12-20 1998-04-14 Perrin; Arthur Prefabricated construction panels and modules for multistory buildings and method for their use
US20020000506A1 (en) * 1998-04-30 2002-01-03 Tian Khoo Pre-cast concrete panels for construction of a building
US20050072061A1 (en) * 2003-10-06 2005-04-07 Oscar Marty Modular system of permanent forms for casting reinforced concrete buildings on site
US20050183357A1 (en) * 2004-02-10 2005-08-25 The Cretex Companies, Inc. Pre-formed concrete section
US20050204671A1 (en) * 2004-03-16 2005-09-22 The Cretex Companies, Inc. Concrete section joint apparatus and method
US20080302057A1 (en) * 2005-07-28 2008-12-11 Michael Muller Method for Producing a Wall-Ceiling Reinforced Concrete Construction
NL2001404C2 (nl) * 2008-03-26 2009-09-29 Hoop Pekso B V De Bouwwerkwijze en breedplaatelement voor toepassing daarbij.
US20100218446A1 (en) * 2006-05-18 2010-09-02 Ping Qu Structure system of concrete building for self-heat insulation
US20150047277A1 (en) * 2013-08-16 2015-02-19 Kartik Janakiram Method and system for fabricating a non load bearing partition wall
US20220412082A1 (en) * 2021-06-23 2022-12-29 9443-3638 Québec inc. Composite ceiling and method of construction

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3017840C2 (de) * 1980-05-09 1984-05-17 Kaiser-Omnia Bausysteme Gmbh & Co, 6000 Frankfurt Bleibende Schalung für eine Betondecke und Anker hierfür
DE3408017A1 (de) * 1984-03-05 1985-09-12 Ketonia GmbH Spannbeton-Fertigteilwerk, 8480 Weiden Spannbetonplatte als fertigteilbauelement, verfahren zur herstellung einer spannbetondecke aus solchen spannbetonplatten und verwendung einer spannbetonplatte als fertigteilbauelement zum aufbau einer spannbetondecke
DE3537754A1 (de) * 1985-10-23 1987-04-30 Dyckerhoff & Widmann Ag Verfahren zur herstellung eines fertigteilhauses sowie bausatz zur durchfuehrung des verfahrens
DE3622227A1 (de) * 1986-06-10 1987-12-17 Frei & Egger Ag Verfahren zum herstellen eines bauwerkes, insbesondere eines behaelters, sowie vorrichtung dazu
NL2017492B1 (nl) * 2016-09-19 2018-03-27 Betonson Prefab B V Werkwijze voor het bouwen van een voor personen toegankelijk gebouw
EP3884119A4 (de) * 2018-11-19 2022-08-10 Vero Solutions Inc. Modulare gebäudesysteme

Citations (9)

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Publication number Priority date Publication date Assignee Title
BE624976A (de) * 1962-03-27
US749812A (en) * 1904-01-19 Fireproof building construction
US791875A (en) * 1904-06-30 1905-06-06 Charles F Buente Building construction.
US872111A (en) * 1907-09-12 1907-11-26 Wallace L Dow Building-block.
US1863981A (en) * 1930-06-17 1932-06-21 James S Groves Concrete building construction
US2294554A (en) * 1939-07-01 1942-09-01 William P Witherow Fireproof enclosure for building frames
US3422588A (en) * 1967-01-18 1969-01-21 Stark Ceramics Inc Interlocking building block
US3533204A (en) * 1968-12-05 1970-10-13 Clark C Wallace Precast multistory building construction
US3538654A (en) * 1966-05-03 1970-11-10 Csep Sa Connecting prefabricated panels at the facades of a prefabricated building

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DE803427C (de) * 1951-02-01 Bimsbetonwerk Volklmgen G.mb.H., Weißenthurm (Kr. Koblenz) Bewehrte Betonplatte
AT200769B (de) * 1949-09-20 1958-11-25 Erich Dipl Ing Feidner Verfahren zur Herstellung von Bauwerken aus Beton und hiernach hergestelltes Bauwerk
DE816598C (de) * 1950-06-27 1951-10-11 Paul Bode Montagebauweise fuer Betonhaeuser
FR1061783A (fr) * 1951-03-15 1954-04-15 Bendix Aviat Corp Train d'atterrissage
FR1213880A (fr) * 1958-10-31 1960-04-05 Procédé de construction d'immeubles économisant la main-d'oeuvre qualifiée et immeubles construits suivant ce procédé
CH417005A (de) * 1963-03-13 1966-07-15 Obrist Oskar Bauteilsatz zur Erstellung von Gebäuden aller Art
FR1379038A (fr) * 1963-10-09 1964-11-20 Plaque préfabriquée pour plafond
FR1381843A (fr) * 1964-02-05 1964-12-14 Travaux Pour La Construction E Procédé pour la pose, le réglage et la mise en charge d'éléments préfabriqués pour la construction
FR1485406A (fr) * 1965-07-05 1967-06-16 Procédé de construction d'un immeuble et immeuble obtenu par ce procédé
NL6509246A (de) * 1965-07-16 1967-01-17
DE6750158U (de) * 1968-06-25 1969-01-02 Rheinbau Gmbh Stahlbetonplatte zum errichten von decken, waenden und dergleichen

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US749812A (en) * 1904-01-19 Fireproof building construction
US791875A (en) * 1904-06-30 1905-06-06 Charles F Buente Building construction.
US872111A (en) * 1907-09-12 1907-11-26 Wallace L Dow Building-block.
US1863981A (en) * 1930-06-17 1932-06-21 James S Groves Concrete building construction
US2294554A (en) * 1939-07-01 1942-09-01 William P Witherow Fireproof enclosure for building frames
BE624976A (de) * 1962-03-27
US3538654A (en) * 1966-05-03 1970-11-10 Csep Sa Connecting prefabricated panels at the facades of a prefabricated building
US3422588A (en) * 1967-01-18 1969-01-21 Stark Ceramics Inc Interlocking building block
US3533204A (en) * 1968-12-05 1970-10-13 Clark C Wallace Precast multistory building construction

Cited By (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3882649A (en) * 1971-03-05 1975-05-13 Francis Mah Interlocked modular building system
US3782061A (en) * 1972-03-23 1974-01-01 A Minutoli Concrete building construction with improved post tensioning means
FR2204747A1 (de) * 1972-11-01 1974-05-24 Forest City Dillon
US3818660A (en) * 1972-11-01 1974-06-25 Forest City Dillon Building formed of cast vertical and horizontal members
DE2908995A1 (de) * 1979-03-08 1980-09-11 Cichos Geb Schloesser Baerbel Bauwerk mit plattenbalken
US4986040A (en) * 1988-12-19 1991-01-22 Inventio Ag Modular elevator shaft
US5493838A (en) * 1994-05-06 1996-02-27 Ross; David Method of constructing a concrete basement from prefabricated concrete panels
US5682717A (en) * 1994-11-30 1997-11-04 Carranza-Aubry; Rene Prefabricated support elements and method for implementing monolithic nodes
WO1997011237A1 (en) * 1995-09-08 1997-03-27 O-Stable Panel Snd. Bhd. Pre-cast concrete panels for construction of a building
EA000593B1 (ru) * 1995-09-08 1999-12-29 О-Стейбл Пэнел Сдн Бхд Здание на основе железобетонных компонентов
US6223480B1 (en) * 1995-09-08 2001-05-01 O-Stable Panel Sdn Bhd Pre-cast concrete panels for construction of a building
WO1997022770A1 (en) * 1995-12-20 1997-06-26 Arthur Perrin Prefabricated construction panels and modules for multistory buildings and method for their use
US5737895A (en) * 1995-12-20 1998-04-14 Perrin; Arthur Prefabricated construction panels and modules for multistory buildings and method for their use
EA000200B1 (ru) * 1995-12-20 1998-12-24 Артур Перрин Способ возведения многоуровневого, многомодульного, на каждом уровне, здания с каркасом
US20020000506A1 (en) * 1998-04-30 2002-01-03 Tian Khoo Pre-cast concrete panels for construction of a building
US7121520B2 (en) 1998-04-30 2006-10-17 O-Stable Panel Sdn. Bhd. Pre-cast concrete panels for construction of a building
US20050072061A1 (en) * 2003-10-06 2005-04-07 Oscar Marty Modular system of permanent forms for casting reinforced concrete buildings on site
US7185467B2 (en) 2003-10-06 2007-03-06 Oscar Marty Modular system of permanent forms for casting reinforced concrete buildings on site
US20050183357A1 (en) * 2004-02-10 2005-08-25 The Cretex Companies, Inc. Pre-formed concrete section
US20050204671A1 (en) * 2004-03-16 2005-09-22 The Cretex Companies, Inc. Concrete section joint apparatus and method
US8484928B2 (en) * 2005-07-28 2013-07-16 Vst Verbundschalungstechnik Ag Method for producing a wall-ceiling reinforced concrete construction
US20080302057A1 (en) * 2005-07-28 2008-12-11 Michael Muller Method for Producing a Wall-Ceiling Reinforced Concrete Construction
US20100218446A1 (en) * 2006-05-18 2010-09-02 Ping Qu Structure system of concrete building for self-heat insulation
US8079189B2 (en) * 2006-05-18 2011-12-20 Ping Qu Structure system of concrete building for self-heat insulation
NL2001404C2 (nl) * 2008-03-26 2009-09-29 Hoop Pekso B V De Bouwwerkwijze en breedplaatelement voor toepassing daarbij.
US20150047277A1 (en) * 2013-08-16 2015-02-19 Kartik Janakiram Method and system for fabricating a non load bearing partition wall
US9133618B2 (en) * 2013-08-16 2015-09-15 Kartik Janakiram Method and system for fabricating a non load bearing partition wall
US20220412082A1 (en) * 2021-06-23 2022-12-29 9443-3638 Québec inc. Composite ceiling and method of construction

Also Published As

Publication number Publication date
FR2076062B1 (de) 1973-10-19
FR2076062A1 (de) 1971-10-15
GB1336748A (de) 1973-11-07
DE2101084C2 (de) 1983-03-17
DE2101084A1 (de) 1971-07-22

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