US3818660A - Building formed of cast vertical and horizontal members - Google Patents

Building formed of cast vertical and horizontal members Download PDF

Info

Publication number
US3818660A
US3818660A US00302678A US30267872A US3818660A US 3818660 A US3818660 A US 3818660A US 00302678 A US00302678 A US 00302678A US 30267872 A US30267872 A US 30267872A US 3818660 A US3818660 A US 3818660A
Authority
US
United States
Prior art keywords
slabs
floor
building
bearing walls
voids
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US00302678A
Inventor
T Dillon
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FOREST CITY DILLON
FOREST CITY DILLON INC US
Original Assignee
FOREST CITY DILLON
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FOREST CITY DILLON filed Critical FOREST CITY DILLON
Priority to US00302678A priority Critical patent/US3818660A/en
Priority to NO4166/73A priority patent/NO139356C/en
Priority to GB5044473A priority patent/GB1451611A/en
Priority to ZA738408*A priority patent/ZA738408B/en
Priority to DE2354316A priority patent/DE2354316C2/en
Priority to IT53470/73A priority patent/IT1011014B/en
Priority to AR250789A priority patent/AR199928A1/en
Priority to IL43527A priority patent/IL43527A/en
Priority to FR7338967A priority patent/FR2204747B1/fr
Priority to PH15169A priority patent/PH10234A/en
Priority to BR8559/73A priority patent/BR7308559D0/en
Priority to AU62033/73A priority patent/AU481317B2/en
Priority to HU73FO686A priority patent/HU176390B/en
Priority to IE1962/73A priority patent/IE39416B1/en
Priority to ES420174A priority patent/ES420174A1/en
Priority to NL7315029A priority patent/NL7315029A/xx
Priority to CA184,801A priority patent/CA1009471A/en
Priority to YU2850/73A priority patent/YU40627B/en
Priority to JP12390673A priority patent/JPS5325164B2/ja
Priority to DD174412A priority patent/DD111432A5/xx
Priority to BG7224907A priority patent/BG27243A3/en
Priority to RO7376499A priority patent/RO68212A/en
Priority to IN1515/CAL/73A priority patent/IN141204B/en
Application granted granted Critical
Publication of US3818660A publication Critical patent/US3818660A/en
Priority to US05/651,460 priority patent/US4095380A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • E04B1/16—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
    • 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 An overall building system consisting of fieldassembled, precast components, reinforcing means embedded within site-poured concrete that forms portions of the wall and floor surfaces of the building, with the reinforcing means serving to structurally unite the precast concrete components with the sitepoured concrete and support the same against tension forces, shear forces, and lateral shafting forces.
  • the precast components include vertical load bearing walls each having vertical voids from top to bottom therein, building slabs preferable of half and full thickness adapted to span the bearing walls and receive reinforcing means thereon as well as concrete, precast stairs, an elevator module for each floor of the building, reinforcing means for tension, shear, and lateral shifting prevention purposes, and site-poured concrete first filling the voids of the load bearing wall and then serving as a floor covering for the slabs.
  • PATENTEDJUNZSIUH sum 1n ur

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Finishing Walls (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

An overall building system consisting of field-assembled, precast components, reinforcing means embedded within site-poured concrete that forms portions of the wall and floor surfaces of the building, with the reinforcing means serving to structurally unite the precast concrete components with the site-poured concrete and support the same against tension forces, shear forces, and lateral shafting forces. The precast components include vertical load bearing walls each having vertical voids from top to bottom therein, building slabs preferable of half and full thickness adapted to span the bearing walls and receive reinforcing means thereon as well as concrete, precast stairs, an elevator module for each floor of the building, reinforcing means for tension, shear, and lateral shifting prevention purposes, and site-poured concrete first filling the voids of the load bearing wall and then serving as a floor covering for the slabs.

Description

United States Patent [191 Dillon [451 June 25, 1974 BUILDING FORMED OF CAST VERTICAL AND HORIZONTAL MEMBERS [75] Inventor: Thomas J. Dillon, Akron, Ohio [73] Assignee:. Forest City Dillon, Inc., Akron,
Ohio
[22] Filed: Nov. 1, 1972 [211 Appl. No.: 302,678
[52] US. Cl 52/251, 52/79, 52/259, 52/262, 52/602 [51] Int. Cl E04b 1/04, E04b 1/16 [58] Field of Search 52/250, 251, 319-324, 52/602, 253, 263, 258,261, 272, 259, 256, 257, 262
[56] References Cited UNITED STATES PATENTS 791,875 6/1905 Buente 52/250 X 1,376,152 4/1921 Moore 52/322 X 1,501,288 7/1924 Morley 52/258 X 1,848,357 3/1932 Kotrbary 52/250 X 1,891,763 12/1932 Henderson 3,533,204 10/1970 Wallace et al.
3,562,979 2/1971 Ali-Oglu 52/259 X 3,613,325 10/1971 FOREIGN PATENTS OR APPLICATIONS 1,129,524 10/1968 Great Britain 52/79 1,350,574 3/1963 France 52/250 1,480,251 3/1966 France 52/251 39,809 4/1957 Poland 52/272 Primary ExaminerFrank L. Abbott Assistant Examiner-Leslie A. Braun Attorney, Agent, or FirmFreeman & Taylor 5 7] ABSTRACT An overall building system consisting of fieldassembled, precast components, reinforcing means embedded within site-poured concrete that forms portions of the wall and floor surfaces of the building, with the reinforcing means serving to structurally unite the precast concrete components with the sitepoured concrete and support the same against tension forces, shear forces, and lateral shafting forces.
The precast components include vertical load bearing walls each having vertical voids from top to bottom therein, building slabs preferable of half and full thickness adapted to span the bearing walls and receive reinforcing means thereon as well as concrete, precast stairs, an elevator module for each floor of the building, reinforcing means for tension, shear, and lateral shifting prevention purposes, and site-poured concrete first filling the voids of the load bearing wall and then serving as a floor covering for the slabs.
8 Claims, 69 Drawing Figures PATENTED JUNE 51974 SHEET 05 0F 37 HMS PAnamenJunz m 3.818.660
sum 07 or 37 PAIENTEUJUN25IH74 3,818,660
sum near 37 PATENTEDJURZSIBH sum 10 or 7 FIG.8
PATENTEDJIINZSIHH 3.818.660
SHEET 11UF 37 FIG.9
PATENTEU 3.818.660
sum 12 or 31 FIG. 9A
PAINTED-2 3.918.580
sum 13m 37 FIG. 9B
PATENTEDJUNZSIUH sum 1n ur 37 PATENTEU M2 5 m4 sum 17m 37 SHEET 19 0F 37 PATENTEDJUHZSISM

Claims (13)

1. A unitized building of the character described, comprising: A. precast concrete components including 1. vertical load bearing walls arranged in pairS and in parallel relationship with each other to form a building bay having a length dimension and a width dimension, with each said bearing wall having a series of vertical voids extending from top to bottom internally thereof; 2. parallelly arranged floor truss slabs that are horizontally positioned between inner and outer perimeter slabs of substantially greater thickness in parallel spanning relationship to the width dimension of each said bay; 3. said floor truss slabs and said perimeter slabs being supported, in laterally abutted relationship, on the facing longitudinal edges of one pair of said bearing walls in noncovering relationship with the voids thereof; B. shear dowels received in said vertical voids of vertically adjacent bearing walls; C. tension steel horizontally spanning said vertical voids and being positioned on the upper faces of said floor truss slabs in adjacent building bays whereby said tension steel will prevent said longitudinally adjacent floor truss slabs from shifting relatively of each other; D. lateral steel positioned over said floor truss slabs beneath the uppermost surface of said perimeter slabs and extending transversely therefrom for co-action with a transversely adjacent floor truss slab; E. site-poured concrete filling said vertical voids and covering said tension steel, the central portion of said shear dowels, said lateral steel, and covering said floor truss slabs to the height of said perimeter slabs whereby the floor portion of each floor of said building is formed.
2. parallelly arranged floor truss slabs that are horizontally positioned between inner and outer perimeter slabs of substantially greater thickness in parallel spanning relationship to the width dimension of each said bay;
2. having a thickness approximately twice the thickness of each said floor truss slabs,
2. The building of claim 1 wherein one said perimeter slab has a utility core structure secured thereto to define a heart module.
3. The building of claim 1 further characterized by the presence of corridor slabs that span the space between longitudinally adjacent building bays.
3. supported on the edge portions of said bearing walls in spaced-apart relationship with each other, whereby said voids of said bearing walls are accessible, and
3. said floor truss slabs and said perimeter slabs being supported, in laterally abutted relationship, on the facing longitudinal edges of one pair of said bearing walls in non-covering relationship with the voids thereof; B. shear dowels received in said vertical voids of vertically adjacent bearing walls; C. tension steel horizontally spanning said vertical voids and being positioned on the upper faces of said floor truss slabs in adjacent building bays whereby said tension steel will prevent said longitudinally adjacent floor truss slabs from shifting relatively of each other; D. lateral steel positioned over said floor truss slabs beneath the uppermost surface of said perimeter slabs and extending transversely therefrom for co-action with a transversely adjacent floor truss slab; E. site-poured concrete filling said vertical voids and covering said tension steel, the central portion of said shear dowels, said lateral steel, and covering said floor truss slabs to the height of said perimeter slabs whereby the floor portion of each floor of said building is formed.
4. Being arranged equi-distant from the center line of the corridor portion of said building; E. corridor beams transversely spanning the space between said heart module and being supported on the longitudinal ends of said bearing walls; F. precast corridor sections supported at their opposed ends on said corridor beams and having a thickness approximating a thickness of said floor topping slabs; G. stair portions vertically interconnecting successive corridors of adjacent floors; H. a series of non load-bearing walls spanning the space between parallel load-bearing walls in right angle relationship therewith for dwelling unit closure purposes, with said non load-bearing walls defining opposed perimeter portions of said building; I. opposed precast vertically arranged load-bearing end walls arranged in parallel relationship with said first mentioned load-bearing walls and defining opposed perimeter portions of said building; J. roof means covering the uppermost series of dwelling units and enclosing said building to the elements; K. first site-positioned reinforcing means positioned in vertically aligned relationship within the voids of vertically adjacent load bearing walls following site pouring of concrete; L. second field-positioning means horizontally disposed on top of horizontally adjacent floor topping and corridor slabs and being embedded within said site-poured concrete beneath the floor surface thereof on each floor; M. third site-positioned reinforcing means projecting from the floor portion of each said heart module and extending over the surface of said corridor topping slabs, said floor topping slabs, and said bearing walls whereby the same will be embedded beneath the floor surface of each said floor following site pouring of said concrete; N. balcony slabs corresponding in approximate thickness to the thickness of the slab portion of said heart module, with said balcony slabs being supported on their opposed ends by said bearing walls in side-by-side parallel relationship with said floor topping slabs; O. fourth field-positioned reinforcing means projecting laterally from one edge of said balcony slab in overlying relationship with the adjacent floor topping slab whereby the same will be embedded within said field-positioned concrete; P. site-poured concrete at each floor level of said building poured
4. The building of claim 3 wherein said perimeter slabs have removable projecting reinforcing means that overlie the surface of adjacent floor truss slabs and corridor slabs; said site-poured concrete covering said reinforcing means.
5. The building of claim 4 wherein said perimeter slabs are full thickness and said floor truss slabs and said corridor truss slabs are half thickness.
6. The building of claim 1 further characterized by the presence of precast stair units that are structurally interconnected to said precast concrete components of successive floors.
7. The building of claim 1 further characterized by the presence of an elevator module having a plurality of vertical through voids in the walls thereof structurally interconnected to said precast components of successive floors by said site-poured concrete filling said vertical voids of said elevator modules on each floor.
8. A partially ''''precast'''' and partially ''''cast in place'''' building that includes a plurality of separate dwelling units of the character described, comprising; A. foundation means; B. a series of precast, vertically positionable bearing walls arranged in parallel relationship with each other to form a building bay, with each bearing wall having a series of vertical voids located centrally thereof and extending from top to bottom of said walls; C. a series of elongated, precast floor truss slabs each spanning the space between adjacent said bearing walls and each being supported at their longitudinal ends by the outer edge portion of said bearing walls, whereby said voids of said walls are accessible following positioning of said floor topping slabs on said bearing walls; D. a series of precast heart modules each
US00302678A 1972-11-01 1972-11-01 Building formed of cast vertical and horizontal members Expired - Lifetime US3818660A (en)

Priority Applications (24)

Application Number Priority Date Filing Date Title
US00302678A US3818660A (en) 1972-11-01 1972-11-01 Building formed of cast vertical and horizontal members
NO4166/73A NO139356C (en) 1972-11-01 1973-10-29 UNITED BUILDING INCLUDING COMPLETED CONCRETE COMPONENTS
ZA738408*A ZA738408B (en) 1972-11-01 1973-10-30 Improved building method and apparatus
DE2354316A DE2354316C2 (en) 1972-11-01 1973-10-30 Prefabricated building
GB5044473A GB1451611A (en) 1972-11-01 1973-10-30 Building construction
IE1962/73A IE39416B1 (en) 1972-11-01 1973-10-31 Improvements in building construction
IL43527A IL43527A (en) 1972-11-01 1973-10-31 Building method and apparatus
FR7338967A FR2204747B1 (en) 1972-11-01 1973-10-31
PH15169A PH10234A (en) 1972-11-01 1973-10-31 Building formed of cast vertical and horizontal
BR8559/73A BR7308559D0 (en) 1972-11-01 1973-10-31 PERFECT UNIFIED BUILDING AND PROCESS TO BUILD THE SAME
AU62033/73A AU481317B2 (en) 1972-11-01 1973-10-31 Improved building method and apparatus
HU73FO686A HU176390B (en) 1972-11-01 1973-10-31 Building made of prefabricated units and method for building same
IT53470/73A IT1011014B (en) 1972-11-01 1973-10-31 IMPROVEMENT IN PREFABRICATED BUILDING STRUCTURES AND EQUIPMENT
ES420174A ES420174A1 (en) 1972-11-01 1973-10-31 Building formed of cast vertical and horizontal members
AR250789A AR199928A1 (en) 1972-11-01 1973-10-31 UNIFIED BUILDING AND A METHOD FOR Erecting it
NL7315029A NL7315029A (en) 1972-11-01 1973-11-01
CA184,801A CA1009471A (en) 1972-11-01 1973-11-01 Building method and apparatus
YU2850/73A YU40627B (en) 1972-11-01 1973-11-01 Assembly of prefabricated construction elements
JP12390673A JPS5325164B2 (en) 1972-11-01 1973-11-01
DD174412A DD111432A5 (en) 1972-11-01 1973-11-01
BG7224907A BG27243A3 (en) 1972-11-01 1973-11-01 Building and a method for its execution
RO7376499A RO68212A (en) 1972-11-01 1973-11-02 METHOD OF MAKING A PARTIALLY PREFABRICATED CONSTRUCTION AND CASTING IN CONSTRUCTION AND CONSTRUCTION OBTAINED ACCORDING TO THE PROCESS
IN1515/CAL/73A IN141204B (en) 1972-11-01 1973-11-15
US05/651,460 US4095380A (en) 1972-11-01 1976-01-22 Building and elevator module for use therein

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US00302678A US3818660A (en) 1972-11-01 1972-11-01 Building formed of cast vertical and horizontal members

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US05/651,460 Division US4095380A (en) 1972-11-01 1976-01-22 Building and elevator module for use therein

Publications (1)

Publication Number Publication Date
US3818660A true US3818660A (en) 1974-06-25

Family

ID=23168768

Family Applications (2)

Application Number Title Priority Date Filing Date
US00302678A Expired - Lifetime US3818660A (en) 1972-11-01 1972-11-01 Building formed of cast vertical and horizontal members
US05/651,460 Expired - Lifetime US4095380A (en) 1972-11-01 1976-01-22 Building and elevator module for use therein

Family Applications After (1)

Application Number Title Priority Date Filing Date
US05/651,460 Expired - Lifetime US4095380A (en) 1972-11-01 1976-01-22 Building and elevator module for use therein

Country Status (22)

Country Link
US (2) US3818660A (en)
JP (1) JPS5325164B2 (en)
AR (1) AR199928A1 (en)
BG (1) BG27243A3 (en)
BR (1) BR7308559D0 (en)
CA (1) CA1009471A (en)
DD (1) DD111432A5 (en)
DE (1) DE2354316C2 (en)
ES (1) ES420174A1 (en)
FR (1) FR2204747B1 (en)
GB (1) GB1451611A (en)
HU (1) HU176390B (en)
IE (1) IE39416B1 (en)
IL (1) IL43527A (en)
IN (1) IN141204B (en)
IT (1) IT1011014B (en)
NL (1) NL7315029A (en)
NO (1) NO139356C (en)
PH (1) PH10234A (en)
RO (1) RO68212A (en)
YU (1) YU40627B (en)
ZA (1) ZA738408B (en)

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3897662A (en) * 1973-06-13 1975-08-05 Miroslav Fencl Coordinated modular building construction
US3948008A (en) * 1973-06-25 1976-04-06 Werner Goetz Prefabricated structural element, especially balcony element
US4078345A (en) * 1972-12-29 1978-03-14 Pietro Piazzalunga Prefabricated building and method of making same
US4095380A (en) * 1972-11-01 1978-06-20 Forest City Dillon, Inc. Building and elevator module for use therein
WO1982001023A1 (en) * 1980-09-24 1982-04-01 Cast Int Ltd Auto Building construction system component parts and method for assembling same
US4528793A (en) * 1982-12-17 1985-07-16 Johnson Delp W Method of constructing precast concrete building with ductile concrete frame
US4986040A (en) * 1988-12-19 1991-01-22 Inventio Ag Modular elevator shaft
DE19521262A1 (en) * 1995-06-10 1996-12-12 Christa Gmbh & Co Kg Building plate for reinforced steel concrete edge
US5761862A (en) * 1995-10-03 1998-06-09 Hendershot; Gary L. Precast concrete construction and construction method
US20040068944A1 (en) * 2002-10-09 2004-04-15 Dalton Michael E. Concrete building system and method
US20040118080A1 (en) * 2001-06-02 2004-06-24 Jazzar Omar Abdul Latif Reinforced concrete building system
US20040159052A1 (en) * 2002-11-15 2004-08-19 Broderick Stephen Day Building block
US20040250506A1 (en) * 2003-06-16 2004-12-16 Keibun Yokota Construction method of multi floor building
US20050074098A1 (en) * 2003-10-06 2005-04-07 Microsoft Corporation Method and system for web-based event notification
US20050072061A1 (en) * 2003-10-06 2005-04-07 Oscar Marty Modular system of permanent forms for casting reinforced concrete buildings on site
US20070049503A1 (en) * 2005-08-31 2007-03-01 Chevron Oronite Company Llc Lubricating oil additive composition and method of making the same
US20080115429A1 (en) * 2006-11-21 2008-05-22 Zmz Precast Inc. Pre-cast monolithic concrete stair with dual edge beams, method and mold
US20120110928A1 (en) * 2009-06-22 2012-05-10 Liberman Barnet L Modular Building System For Constructing Multi-Story Buildings
US20130047520A1 (en) * 2010-04-27 2013-02-28 Actividades De Contruccion Y Rehabilitacion Grupo Goialde, S.L. Flexible modular construction system
US20140298745A1 (en) * 2011-12-14 2014-10-09 Marion Investments Ltd. Apparatus, systems and methods for modular construction
US20150197929A1 (en) * 2008-03-06 2015-07-16 Stuart Charles Segall Relocatable Habitat Unit
US9388562B2 (en) * 2014-05-29 2016-07-12 Rocky Mountain Prestress, LLC Building system using modular precast concrete components
US9920513B2 (en) * 2008-03-06 2018-03-20 Stuart Charles Segall Relocatable habitat unit
US10584509B1 (en) 2001-09-06 2020-03-10 Zagorski Forms Specialists, Inc. Concrete saferoom and method of manufacture
WO2022087287A1 (en) * 2020-10-22 2022-04-28 Innovative Building Technologies, Llc Multi-story building having prefabricated stair and elevator modules
US20220412082A1 (en) * 2021-06-23 2022-12-29 9443-3638 Québec inc. Composite ceiling and method of construction

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2320398A1 (en) * 1975-08-04 1977-03-04 Fencl Miroslav Mular concrete panel building - is built on fixed grid of standard precast concrete panels with interlocking reinforcement steelwork
JPS5644647U (en) * 1979-09-11 1981-04-22
GB8806063D0 (en) * 1988-03-15 1988-04-13 New Domain Ltd Improvements in/relating to lift shafts
WO2007134518A1 (en) * 2006-05-18 2007-11-29 Xinfu Chen Structure system of concrete buliding for self-heat insulation
CN101806095B (en) * 2010-03-15 2012-01-11 中山市快而居房屋预制件有限公司 Full-fabricated assembly overall reinforced concrete house and building method thereof
US8291675B2 (en) * 2010-12-30 2012-10-23 Tikhovskiy Nikolay P Modular construction system and components and method
US9371648B1 (en) 2015-09-02 2016-06-21 Nikolay P. Tikhovskiy Concrete building structure and method for modular construction of same
CN108149784A (en) * 2018-01-31 2018-06-12 山东海龙建筑科技有限公司 Premade closure balcony and its construction method
US11230837B2 (en) * 2020-04-27 2022-01-25 Randall Engineered Wall Systems, Inc. Structures for use in erecting multistory buildings and methods for making such structures

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US791875A (en) * 1904-06-30 1905-06-06 Charles F Buente Building construction.
US1376152A (en) * 1920-07-02 1921-04-26 Texas Concrete Construction Co Floor system
US1501288A (en) * 1920-04-05 1924-07-15 Charles D Morley Concrete structure
US1848357A (en) * 1928-07-27 1932-03-08 Guy F Kotrbaty Floor and ceiling member for metal concrete construction
US1891763A (en) * 1927-11-03 1932-12-20 Gen Cement Products Company Floor structure and slab therefor
FR1350574A (en) * 1963-03-18 1964-01-24 Process for obtaining a prefabricated structure carrying means of engagement with constructive elements as well as means for reciprocal engagement and structure thus obtained
FR1480251A (en) * 1966-03-28 1967-05-12 C S E P S A Horizontal load-bearing panels for prefabricated buildings
US3383816A (en) * 1964-10-07 1968-05-21 Austin Co Precast floor panel
GB1129524A (en) * 1964-10-15 1968-10-09 Gebauer & Cie Improvements in and relating to the construction of lift shafts
US3415023A (en) * 1966-06-02 1968-12-10 Lebreton Jean Prefabricated buildings and panels utilizable in constructing same
US3487597A (en) * 1969-04-02 1970-01-06 Cleveland Builders Supply Co T Integral precast concrete lintelbalcony combination
US3533204A (en) * 1968-12-05 1970-10-13 Clark C Wallace Precast multistory building construction
US3562979A (en) * 1967-10-23 1971-02-16 Componoform Inc Building construction
US3613325A (en) * 1969-07-10 1971-10-19 Yee Alfred A Concrete construction
US3662506A (en) * 1970-01-12 1972-05-16 Thomas J Dillon Unitized building structure utilizing precase components

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1864093A (en) * 1930-08-23 1932-06-21 Otis Elevator Co Elevator construction
FR771732A (en) * 1934-03-20 1934-10-15 New building construction process using special elements with special reinforcements
FR992188A (en) * 1944-05-23 1951-10-15 elements for very rapid construction of apartment buildings and all other
FR1570002A (en) * 1968-04-16 1969-06-06
US3530626A (en) * 1968-12-23 1970-09-29 Istvan Mezes Concrete pre-fabricated space frame structure
US3643390A (en) * 1969-11-26 1972-02-22 Shelley Systems Inc Modular building structure
US3712008A (en) * 1970-10-16 1973-01-23 T Georgiev Modular building construction system
US3882649A (en) * 1971-03-05 1975-05-13 Francis Mah Interlocked modular building system
US3818660A (en) * 1972-11-01 1974-06-25 Forest City Dillon Building formed of cast vertical and horizontal members

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US791875A (en) * 1904-06-30 1905-06-06 Charles F Buente Building construction.
US1501288A (en) * 1920-04-05 1924-07-15 Charles D Morley Concrete structure
US1376152A (en) * 1920-07-02 1921-04-26 Texas Concrete Construction Co Floor system
US1891763A (en) * 1927-11-03 1932-12-20 Gen Cement Products Company Floor structure and slab therefor
US1848357A (en) * 1928-07-27 1932-03-08 Guy F Kotrbaty Floor and ceiling member for metal concrete construction
FR1350574A (en) * 1963-03-18 1964-01-24 Process for obtaining a prefabricated structure carrying means of engagement with constructive elements as well as means for reciprocal engagement and structure thus obtained
US3383816A (en) * 1964-10-07 1968-05-21 Austin Co Precast floor panel
GB1129524A (en) * 1964-10-15 1968-10-09 Gebauer & Cie Improvements in and relating to the construction of lift shafts
FR1480251A (en) * 1966-03-28 1967-05-12 C S E P S A Horizontal load-bearing panels for prefabricated buildings
US3415023A (en) * 1966-06-02 1968-12-10 Lebreton Jean Prefabricated buildings and panels utilizable in constructing same
US3562979A (en) * 1967-10-23 1971-02-16 Componoform Inc Building construction
US3533204A (en) * 1968-12-05 1970-10-13 Clark C Wallace Precast multistory building construction
US3487597A (en) * 1969-04-02 1970-01-06 Cleveland Builders Supply Co T Integral precast concrete lintelbalcony combination
US3613325A (en) * 1969-07-10 1971-10-19 Yee Alfred A Concrete construction
US3662506A (en) * 1970-01-12 1972-05-16 Thomas J Dillon Unitized building structure utilizing precase components

Cited By (39)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4095380A (en) * 1972-11-01 1978-06-20 Forest City Dillon, Inc. Building and elevator module for use therein
US4078345A (en) * 1972-12-29 1978-03-14 Pietro Piazzalunga Prefabricated building and method of making same
US3897662A (en) * 1973-06-13 1975-08-05 Miroslav Fencl Coordinated modular building construction
US3948008A (en) * 1973-06-25 1976-04-06 Werner Goetz Prefabricated structural element, especially balcony element
WO1982001023A1 (en) * 1980-09-24 1982-04-01 Cast Int Ltd Auto Building construction system component parts and method for assembling same
US4398378A (en) * 1980-09-24 1983-08-16 Auto-Cast International, Ltd. Building construction system component parts and method for assembling same
US4528793A (en) * 1982-12-17 1985-07-16 Johnson Delp W Method of constructing precast concrete building with ductile concrete frame
US4986040A (en) * 1988-12-19 1991-01-22 Inventio Ag Modular elevator shaft
AU621708B2 (en) * 1988-12-19 1992-03-19 Inventio Ag Improvements in or relating to lift shafts
DE19521262C2 (en) * 1995-06-10 1998-12-17 Christa Gmbh & Co Kg Method of making a building board
DE19521262A1 (en) * 1995-06-10 1996-12-12 Christa Gmbh & Co Kg Building plate for reinforced steel concrete edge
US5761862A (en) * 1995-10-03 1998-06-09 Hendershot; Gary L. Precast concrete construction and construction method
US6076319A (en) * 1995-10-03 2000-06-20 Hendershot; Gary L. Precast concrete construction and construction method
US20040118080A1 (en) * 2001-06-02 2004-06-24 Jazzar Omar Abdul Latif Reinforced concrete building system
US7121061B2 (en) 2001-06-02 2006-10-17 Omar Abdul Latif Jazzar Reinforced concrete building system
US10584509B1 (en) 2001-09-06 2020-03-10 Zagorski Forms Specialists, Inc. Concrete saferoom and method of manufacture
US20040068944A1 (en) * 2002-10-09 2004-04-15 Dalton Michael E. Concrete building system and method
US7661231B2 (en) * 2002-10-09 2010-02-16 Michael E. Dalton Concrete building system and method
US20040159052A1 (en) * 2002-11-15 2004-08-19 Broderick Stephen Day Building block
US8615933B2 (en) * 2002-11-15 2013-12-31 Stephen Day Broderick Building block
US20040250506A1 (en) * 2003-06-16 2004-12-16 Keibun Yokota Construction method of multi floor 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
US20050074098A1 (en) * 2003-10-06 2005-04-07 Microsoft Corporation Method and system for web-based event notification
US20070049503A1 (en) * 2005-08-31 2007-03-01 Chevron Oronite Company Llc Lubricating oil additive composition and method of making the same
US8910434B2 (en) * 2006-11-21 2014-12-16 Metromont Corporation Pre-cast monolithic concrete stair with dual edge beams, method and mold
US20080115429A1 (en) * 2006-11-21 2008-05-22 Zmz Precast Inc. Pre-cast monolithic concrete stair with dual edge beams, method and mold
US20150197929A1 (en) * 2008-03-06 2015-07-16 Stuart Charles Segall Relocatable Habitat Unit
US9920513B2 (en) * 2008-03-06 2018-03-20 Stuart Charles Segall Relocatable habitat unit
US10036157B2 (en) * 2008-03-06 2018-07-31 Stuart Charles Segall Relocatable habitat unit
US8919058B2 (en) * 2009-06-22 2014-12-30 Barnet L. Liberman Modular building system for constructing multi-story buildings
US9243398B2 (en) 2009-06-22 2016-01-26 Barnet L. Liberman Modular building system for constructing multi-story buildings
US20120110928A1 (en) * 2009-06-22 2012-05-10 Liberman Barnet L Modular Building System For Constructing Multi-Story Buildings
US20130047520A1 (en) * 2010-04-27 2013-02-28 Actividades De Contruccion Y Rehabilitacion Grupo Goialde, S.L. Flexible modular construction system
US20140298745A1 (en) * 2011-12-14 2014-10-09 Marion Investments Ltd. Apparatus, systems and methods for modular construction
US9388562B2 (en) * 2014-05-29 2016-07-12 Rocky Mountain Prestress, LLC Building system using modular precast concrete components
WO2022087287A1 (en) * 2020-10-22 2022-04-28 Innovative Building Technologies, Llc Multi-story building having prefabricated stair and elevator modules
TWI819399B (en) * 2020-10-22 2023-10-21 美商創新建築科技有限公司 Multi-story building having prefabricated stair and elevator modules
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
AR199928A1 (en) 1974-10-08
YU40627B (en) 1986-04-30
IL43527A (en) 1976-08-31
BG27243A3 (en) 1979-09-14
IN141204B (en) 1977-01-29
DD111432A5 (en) 1975-02-12
FR2204747B1 (en) 1978-10-20
IL43527A0 (en) 1975-08-31
RO68212A (en) 1983-09-26
CA1009471A (en) 1977-05-03
PH10234A (en) 1976-10-08
JPS5325164B2 (en) 1978-07-25
ES420174A1 (en) 1976-05-01
ZA738408B (en) 1974-10-30
DE2354316A1 (en) 1974-05-09
DE2354316C2 (en) 1984-06-20
IT1011014B (en) 1977-01-20
BR7308559D0 (en) 1974-09-05
HU176390B (en) 1981-02-28
NO139356B (en) 1978-11-13
YU285073A (en) 1982-06-30
NO139356C (en) 1979-02-21
IE39416B1 (en) 1978-10-11
RO68212B (en) 1983-08-30
AU6203373A (en) 1975-05-01
GB1451611A (en) 1976-10-06
NL7315029A (en) 1974-05-03
JPS50122016A (en) 1975-09-25
US4095380A (en) 1978-06-20
FR2204747A1 (en) 1974-05-24

Similar Documents

Publication Publication Date Title
US3818660A (en) Building formed of cast vertical and horizontal members
US3495367A (en) Precast lightweight reinforced concrete plank
US3898776A (en) Precast concrete housing
US4136492A (en) Industrialized building construction
GB1367645A (en) Demountable plural level building structure
US7281357B2 (en) Prefabricated components for making floor slabs, floors and walls with exposed wood beams for small buildings
US3772835A (en) Housing
ATE68225T1 (en) MIXED CEILING CONSTRUCTION.
US3600862A (en) Procedure and precast building elements made of concrete or reinforced concrete for the construction of buildings or skeletons
US2964143A (en) Method of erecting buildings
ES8702565A1 (en) Building structure
US5146726A (en) Composite building system and method of manufacturing same and components therefor
RU80487U1 (en) SYSTEM precast frame housing (ACS) AND COUPLING NODE trough ribbed plate overlap with monolithic prefabricated beams, floors, INTERFACE UNIT PREFABRICATED CONCRETE COLUMN, National COUPLING NODE-MONOLITHIC crossbars CO precast concrete columns and trough ribbed plate SLABS
US4912896A (en) Beam/flooring system
EA010319B1 (en) Combined structural system of earth-proof multistorey building
CN103015563A (en) Outer-block inner-masonry building structure system
US4372088A (en) Structure with slab beams
US3940902A (en) Fulcrum tilt building system
RU2411328C1 (en) Prefabricated reinforced concrete frame of multistory building of higher fire resistance
US4479916A (en) Method of making a building panel
US2296863A (en) Reinforced concrete floor construction
US2294528A (en) Composite structural element
RU76656U1 (en) COMMUNICATED PLATE-SPACER (OPTIONS), ASSEMBLY UNIT FOR COMMUNICATED PLATE-SPACERS (OPTIONS) AND FRAMED-COMMUNICATED OR COMMUNICATED MOBILE PLATFORM
Gaidukov et al. Prospects for the development of stay in plase formwork for low-rise buildings in cramped conditions
RU2184816C1 (en) Built-up-monolithic reinforced-concrete frame of many-storied building "kazan-100"