US3399505A - Process of constructing a building - Google Patents

Process of constructing a building Download PDF

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Publication number
US3399505A
US3399505A US536393A US53639366A US3399505A US 3399505 A US3399505 A US 3399505A US 536393 A US536393 A US 536393A US 53639366 A US53639366 A US 53639366A US 3399505 A US3399505 A US 3399505A
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United States
Prior art keywords
panels
framework
braces
concrete
wall
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Expired - Lifetime
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US536393A
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English (en)
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Comment Paul
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Individual
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Individual
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/10—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements

Definitions

  • ABSTRACT OF THE DISCLOSURE I A method of building a construction at least one story high by pouring a foundation wall, embedding therein hollow cylindrical sleeves disposed horizontally and square with the vertical faces of the wall, removably securing a number of inner and outer vertical channels on the foundation so as to leave a channel between them; securing these panels together through these hollow sleeves and through a number of braces placed horizontally between the panels; then removably fastening a number of upper and lower horizontal panels to the inner vertical panels while leaving a longitudinal space between communicating with the channels for forming the floors of the construction; providing openings in the uppermost of the horizontal panels and pouring concrete through one of the openings and causing the concrete to pass through the channels and the spaces; allowing the concrete to set and removing the removably secured panels so as to leave behind the shell of a building having the desired number of stories.
  • the present invention has for its object a process for constructing a building for example a house or an ofiice building of several stories, in a reduced time and with the minimum of specialised manual labour.
  • Construction processes are already known using a metal framework constituted by panels of sheet metal in which the concrete is poured, the framework being dismantled after the setting of the concrete and re-used for another construction. Nevertheless, the assembling of the framework, as well as of numerous variants proposed, exacts specialised manual labour and a whole exterior frame is necessary to fix rigidly the panels of the framework.
  • the present invention is concerned with a method of building a construction at least one story high, which comprises pouring a foundation wall having therein hollow cylindrical sleeves disposed horizontally therein and square with the vertical faces of said wall; removably securing a plurality of inner and outer vertical panels on said foundation so as to leave a channel between them; removably securing said panels together through said hollow sleeve; fixing a number of braces horizontally between the panels; removably securing a plurality of upper and lower horizontal panels to the inner vertical panels while leaving a longitudinal space therebetween in communication with the channels for forming floors of the construction, providing openings in the uppermost of the horizontal panels and pouring concrete through one of said openings, causing the concrete to pass through said channels and said spaces, allowing said concrete to set and removing said removablysecured panels.
  • This process can permit the building of a house by molding in the same manner that one molds metal or plastic pieces.
  • FIGURE 1 shows a vertical section through a metal framework mounted for the injection of a house of one story.
  • FIGURE 2 shows a detail of the securing of the framework on the wall of the foundation.
  • FIGURE 3 shows a detail of an assembled framework before injection of the concrete.
  • FIGURE 4 shows. the wall obtained by means of the framework of FIGURE 3.
  • FIICGURE 5 shows a type of brace used in the framewor ,After having dug a foundation 1, afoundation wall 2 is poured by a conventional process, the wall 2 having previously embedded hollow metal cylindrical sleeves 3 disposed horizontally and perfectly square with its vertical faces. These sleeves 3 constitute the means of securing the entire framework in which the concrete or an analogous material will be injecteduin a single operation to form the skeleton of the house.
  • First of all the metal panels 4 are .fixed on the foundation wall 2, by means of bolts 5 and nut 6 passing through the sleeves 3.
  • a sleeve 7 is disposed constituting a brace permitting the other elements of the framework to be fixed by means of bolts 9.
  • braces 8 are provided for the stiffening of the framework.
  • the braces 8 are naturally left in the concrete and will be used for the interiorfinishing of the house and for the securing of the piping as will be described later.
  • On the vertical panels 4 of the framework are fixed then horizontal panels 10 having a part 10a folded at right angles permitting them to to be connected .by means of bolts to the panels 4.
  • the horizontal panels 10 are supported on the other hand by vertical panels 11 for the pillars and partitions of the basement.
  • braces 12 On the horizontal panels 10 are fixed braces 12 having at each of their ends threaded holes for securing them to the panels by means of screws.
  • On these braces 12 are then screwed the horizontal panels 13 constituting with the panels 10' the framework of the lower slab.
  • the joining elements 14 permit the panels 16 of the framework of the ground floor to be rigidly fixed to the adjacent panel 16 by means of bolts and of braces 15 analogous to the braces 7. These bolts and braces 15 also secure the panel 17 to a wing 13a at right angles to the panel 13. Between the panels 16 and 17 are fixed the braces 8 identical to those fixed between the panels 4, as well as a brace 18 for secuning the panels 19 of the upper slab.
  • the horizontal panels 21 forming part of the framework of the upper slab can be fixed either by a wing by means of a bolt passing through the brace 18, or as is the case shown in FIGURE 1, by means of a wing 230 at right angles screwed directly on the panel 16 by means of a screw 24.
  • the interior partitions of the ground floor are lined by means of panels 20 having at each of their ends wings turned at right angles for securing them to the panels 13 and 19 of the frame work of the lower and upper slabs.
  • the stilfering of the framework constituted by the panels 20 is assured in the same manner as the stiffening of the framework of the exterior walls by means of braces 8 not shown in the figure.
  • FIGURE 3 shows in more detail the elements of one embodiment of a part of the framework.
  • a wall 32 of the foundation in which a sleeve 33 perpendicular to the surfaces of the foundation wall was embedded during the pouring of this wall, two plates 34 of metal or of plastic material are fixed by means of a bolt 35 passing through the sleeve 33 and held by a nut 36.
  • Three different types of braces 37, 38 and 39 are provided for assembling rigidly the two plates 34, each of the said braces corresponding to a different ulterior use.
  • the brace 37 is constituted by a sleeve analogous to the sleeve 33 permitting to fix by bolting the other plates of the framework, here a U-shaped element 40 closing the framework, and provided with an air hole 40a.
  • the bolt passing through the brace 37 will serve, after demantling the framework, to fix a new framework in the same manner as one has fixed the plates 34 to the foundation wall 32.
  • the braces 38 are constituted by solid cylinders of which the ends have axial tapped holes 38a and 38b, permitting to screw the braces to the plates 34 of the framework.
  • a third type of brace 39 is prolonged towards the interior of the building by a rod 39a having a thread 39b permitting to fix this brace to the lower plate 34 by means of a nut, and a tapped hole 390 at its end.
  • the plates 34 can be made of relatively thin sheet metal reinforced by means of a corrugated sheet 41 spot welded to one of the plates 34 or to both of these plates.
  • FIGURE 4 shows the wall obtained after the injection of the concrete and the dismantling of the element represented in FIGURE 3.
  • the braces 37, 38 and 39 are left in the concrete 42. It is then possible to fix an insulating plate 43 on the interior face of the wall 42 by means of screws engaging in the braces 38.
  • the interior wall 44 which can be chosen, for example, in wood or in a wood conglomerate is fixed with the aid of a round headed screw 45 screwed into the end 39a of the braces 39.
  • the screw 45 can have a decorative effect, but can naturally be replaced by a screw having a sunk head. All that remains is to veneer or to paper the wall 44.
  • Frames for the windows and doors can be formed either by leaving part of the framework in place to serve as these frames, or by securing conventional frames to the openings by means of the braces after the framework has been removed.
  • FIGURE shows how the braces can be anchored by soldering a wing 38c on their middle part.
  • the foundation wall can also be constituted with separate contact studs obtained by the process of injection described.
  • the framework can be fixed on the foundation wall by means of sleeves disposed vertically in the framework, or of a U-shaped iron of which the wings project slightly above the level of the foundation wall so that the plates of the framework can be fixed to these wings.
  • rods locked by means of pins can be used.
  • the interior walls 44 can also be suspended non-rigidly from hooks fixed to the braces 38.
  • the plates of the framework, and even the braces can be made in plastic material as well as in metal.
  • the process described permits houses to be constructed in mass production with the minimum of specialised manual labour. This process can be used for the construction of buildings of several stories, as there are pumps available for the injection of concrete at a height of 30 metres.
  • a method of building a construction at least one story high which comprises pouring a foundation wall having therein hollow cylindrical sleeves disposed horizontally therein and square with the vertical faces of said wall; removably securing a plurality of inner and outer vertical panels on said foundation wall so as to leave a channel therebetween; removably securing said panels together through said hollow sleeves; fixing a number of internally threaded braces horizontally between said panels; removably securing a plurality of upper and lower horizontal panels to said inner vertical panels while leaving a longitudinal space therebetween in communication with said channels for formin floors of said construction; providing openings in the uppermost of said horizontal panels and pouring concrete through one of said openings; causing said concrete to pass through said channels and said spaces; allowing said concrete to set, removing said removably secured panels, and securing insulating plates and interior panelling, after removal of said panels, to said braces, said plates and said interior panelling being spaced apart so as to leave a space for the introduction of household piping therebetween.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Finishing Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
US536393A 1965-03-24 1966-03-22 Process of constructing a building Expired - Lifetime US3399505A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH410565A CH399718A (fr) 1965-03-24 1965-03-24 Procédé de construction d'un bâtiment

Publications (1)

Publication Number Publication Date
US3399505A true US3399505A (en) 1968-09-03

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US536393A Expired - Lifetime US3399505A (en) 1965-03-24 1966-03-22 Process of constructing a building

Country Status (4)

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US (1) US3399505A (fr)
CH (1) CH399718A (fr)
DE (1) DE1684200A1 (fr)
GB (1) GB1123604A (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3676975A (en) * 1970-07-10 1972-07-18 Anthony W Belluscio Apparatus for the construction of concrete structures
US4043087A (en) * 1975-12-08 1977-08-23 Symons Corporation Method and means for supporting an elevated concrete wall panel form
US4138833A (en) * 1974-02-06 1979-02-13 Townend George F Modular building construction
ES2063626A2 (es) * 1992-03-05 1995-01-01 Alcoceba Joaquin Alcoceba Procedimiento y su dispositivo para el encofrado integral de estructuras de hormigon armado.
EP1431468A1 (fr) * 2002-12-12 2004-06-23 Glatthaar-Fertigkellerbau GmbH Section du bâtiment avec des éléments de double parois et procédé de construction
US20080302057A1 (en) * 2005-07-28 2008-12-11 Michael Muller Method for Producing a Wall-Ceiling Reinforced Concrete Construction
US20200048857A1 (en) * 2018-08-13 2020-02-13 Dutypoint Limited Prefabricated former for constructing underground chamber
CN112922159A (zh) * 2021-02-10 2021-06-08 绿可集成房屋(苏州)有限公司 一种装配式建筑系统

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1273073A (en) * 1917-03-10 1918-07-16 Simon Lake Concrete building construction.
US1717546A (en) * 1925-06-13 1929-06-18 Bemis Ind Inc Method of building construction and resulting product
US1746596A (en) * 1926-05-14 1930-02-11 Knox Products Company Method of making compound wall structures
US1905167A (en) * 1932-05-06 1933-04-25 Russell C Graef Building wall structure
US1954928A (en) * 1933-04-03 1934-04-17 Russell C Graef Building construction
US2058372A (en) * 1933-10-26 1936-10-20 Nat Gypsum Co Building construction
US2377528A (en) * 1943-11-12 1945-06-05 Bigelow Liptak Corp Stabilizing means for double-wall constructions
US2851874A (en) * 1952-12-29 1958-09-16 John A Carlson Reinforced concrete building construction
US3176724A (en) * 1962-09-27 1965-04-06 Prince Seymour Plumber's combination plug and penetration-forming device
US3245185A (en) * 1963-04-02 1966-04-12 Donald R Rowe Building panels

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1273073A (en) * 1917-03-10 1918-07-16 Simon Lake Concrete building construction.
US1717546A (en) * 1925-06-13 1929-06-18 Bemis Ind Inc Method of building construction and resulting product
US1746596A (en) * 1926-05-14 1930-02-11 Knox Products Company Method of making compound wall structures
US1905167A (en) * 1932-05-06 1933-04-25 Russell C Graef Building wall structure
US1954928A (en) * 1933-04-03 1934-04-17 Russell C Graef Building construction
US2058372A (en) * 1933-10-26 1936-10-20 Nat Gypsum Co Building construction
US2377528A (en) * 1943-11-12 1945-06-05 Bigelow Liptak Corp Stabilizing means for double-wall constructions
US2851874A (en) * 1952-12-29 1958-09-16 John A Carlson Reinforced concrete building construction
US3176724A (en) * 1962-09-27 1965-04-06 Prince Seymour Plumber's combination plug and penetration-forming device
US3245185A (en) * 1963-04-02 1966-04-12 Donald R Rowe Building panels

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3676975A (en) * 1970-07-10 1972-07-18 Anthony W Belluscio Apparatus for the construction of concrete structures
US4138833A (en) * 1974-02-06 1979-02-13 Townend George F Modular building construction
US4043087A (en) * 1975-12-08 1977-08-23 Symons Corporation Method and means for supporting an elevated concrete wall panel form
ES2063626A2 (es) * 1992-03-05 1995-01-01 Alcoceba Joaquin Alcoceba Procedimiento y su dispositivo para el encofrado integral de estructuras de hormigon armado.
EP1431468A1 (fr) * 2002-12-12 2004-06-23 Glatthaar-Fertigkellerbau GmbH Section du bâtiment avec des éléments de double parois et procédé de construction
US20080302057A1 (en) * 2005-07-28 2008-12-11 Michael Muller Method for Producing a Wall-Ceiling Reinforced Concrete Construction
US8484928B2 (en) * 2005-07-28 2013-07-16 Vst Verbundschalungstechnik Ag Method for producing a wall-ceiling reinforced concrete construction
US20200048857A1 (en) * 2018-08-13 2020-02-13 Dutypoint Limited Prefabricated former for constructing underground chamber
US10941537B2 (en) * 2018-08-13 2021-03-09 Dutypoint Limited Prefabricated former for constructing underground chamber
CN112922159A (zh) * 2021-02-10 2021-06-08 绿可集成房屋(苏州)有限公司 一种装配式建筑系统

Also Published As

Publication number Publication date
GB1123604A (en) 1968-08-14
CH399718A (fr) 1965-09-30
DE1684200A1 (de) 1970-02-19

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