WO1996021566A1 - Materiau de construction leger et methode de construction de structures coulees sur place - Google Patents

Materiau de construction leger et methode de construction de structures coulees sur place Download PDF

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Publication number
WO1996021566A1
WO1996021566A1 PCT/US1996/000131 US9600131W WO9621566A1 WO 1996021566 A1 WO1996021566 A1 WO 1996021566A1 US 9600131 W US9600131 W US 9600131W WO 9621566 A1 WO9621566 A1 WO 9621566A1
Authority
WO
WIPO (PCT)
Prior art keywords
building material
lightweight
construction
lightweight aggregate
foundation
Prior art date
Application number
PCT/US1996/000131
Other languages
English (en)
Other versions
WO1996021566B1 (fr
Inventor
Paul A. Mckelvey
Original Assignee
Mckelvey Paul A
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
Priority claimed from US08/541,608 external-priority patent/US5785419A/en
Application filed by Mckelvey Paul A filed Critical Mckelvey Paul A
Priority to AU46533/96A priority Critical patent/AU4653396A/en
Publication of WO1996021566A1 publication Critical patent/WO1996021566A1/fr
Publication of WO1996021566B1 publication Critical patent/WO1996021566B1/fr
Priority to US08/924,678 priority patent/US5845435A/en

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/02Agglomerated materials, e.g. artificial aggregates
    • C04B18/021Agglomerated materials, e.g. artificial aggregates agglomerated by a mineral binder, e.g. cement
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Definitions

  • wood-frame structures are therefore less durable than concrete structures.
  • Wood-frame structures are therefore more susceptible to damage caused by natural forces, such as the gradual wear and tear caused by the elements or sudden forces such as shaking during earthquakes and high wind loads during hurricanes.
  • a wood-frame structure also suffers from the fact that it is constructed about a skeletal frame rather than being unitarily constructed of solid material, resulting in wood-frame walls having poor acoustic and thermal properties, and requiring the addition of insulation to meet building code standards.
  • wood itself has many undesirable material properties in its use as a building material.
  • wood is flammable, and fire destroys thousands of wooden residential structures each year.
  • Wood is also susceptible to dry-rot and infestation by termites. These and other limitations reduce the economic attractiveness of using wood as a building material in residential and commercial structures.
  • concrete provides many properties that wood lacks.
  • concrete is non-flammable and is not susceptible to dry-rot or termite damage.
  • Concrete structures also comprise solid walls, and therefore are extremely sound- resistant.
  • a concrete structure is very durable, and is able to be constructed in such a way as to be extremely earthquake and wind resistant.
  • a method of manufacturing a lightweight aggregate material includes the steps of mixing together the components of a lightweight building material, compressing the mixture to remove excess water and to form a cake-like material, crumbling the cake-like material into pellets, and curing the pellets.
  • the lightweight aggregate material so prepared is suitable for use in the manufacture of pre-cast objects, such as construction blocks or the like.
  • a method of manufacturing a lightweight aggregate material includes the steps of providing a lightweight building material in wet pulp form and mixing the wet pulp material with previously crumbled and cured material of the same composition.
  • the lightweight aggregate material so prepared is suitable for use in the manufacture of construction blocks.
  • an adjustable masonry wall and foundation jig is used to construct a monolithic footing and slab.
  • the masonry wall and foundation jig comprises a pair of light steel rails supporting a course of blocks above a footing trench.
  • the light steel rails are adjustably suspended over the trench by a plurality of screw stakes.
  • the jig serves to simultaneously define the wall layout of the structure and to provide a forming system for the foundation. Once the first course of blocks is located the blocks are used to jig into location all of the internal wall and foundation components.
  • the lightweight building material of the present invention is also suitable for use in the production of objects in pre-cast form, such as block form.
  • Blocks constructed of the material are identical in size and similar in appearance to standard concrete blocks but have the preferred material characteristics of the lightweight building material.
  • the following processes utilize the lightweight building material of the present invention in the manufacture of a lightweight aggregate material for use in the manufacture of construction blocks using existing block manufacturing equipment and technology.
  • the apparatus of FIG. 11 is used to manufacture the lightweight aggregate material according to the following process.
  • the silo 101 is filled to two-thirds to three-quarters full of cured lightweight aggregate material .
  • a portion of the cured lightweight aggregate material is then transferred from the silo 101 to the mixing hopper 103 by the screw conveyor 102.
  • a separate mixing device such as, for example, a standard concrete truck 105 or any other suitable mixing device, the components of the lightweight building material are mixed together in a mixture as described above to obtain a wet pulp form.
  • One part of the wet pulp to three or more parts cured lightweight aggregate material is added to the hopper 103.
  • the wet pulp can be discharged into the hopper 103 directly from the concrete truck 105 or other mixing device as shown in Fig. 11, or it can be transferred to the hopper 103 in any suitable manner.
  • a top bar 116 is pivotably attached to each vertical pole 112a and 112b at an intermediate point nearer to the first end of each pole and provides support for the A-frame 110 when the A-frame 110 is in the extended position shown in FIG. 2.
  • a hinge 118 of the top bar 116 provides the capability to fold up the A-frame 110 for storage or transportation.
  • Adjustable feet 120 attached to the second end of each vertical pole 112a and 112b allow proper leveling of the A-frame 110 when it is in use, as will be more fully set forth below.
  • FIG. 7 a cross-sectional end view illustrating a second preferred embodiment of a form apparatus used to practice the method of construction of the present invention is shown.
  • the support piers 210 each comprising a solid base having a cylindrical cavity formed therein.
  • the support piers 210 are placed at spaced apart points within a footing 220 which is dug according to the plan of the structure to be formed.
  • the precise spatial relationship between the support piers 210 is not critical, as will be more fully discussed below.
  • a vertical post guide 222 is retained by a friction-fit within the cavity formed in the support pier 210 and extends upward from the support pier 21C .

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

Selon un premier aspect de l'invention, un matériau de construction léger destiné à être utilisé dans des constructions à ciel ouvert comprend du ciment, de la cendre volante, de la fibre de cellulose et de l'eau. Dans sa forme durcie, le matériau a l'apparence et la résistance du béton standard, mais il est plus léger et a de préférence des propriétés thermiques. Le matériau peut être sablé, buriné, percé, scié, cloué et vissé de la même manière que le bois. Selon un deuxième aspect, distinct, le matériau de construction léger est fabriqué dans une matière d'agrégats légers, appropriée pour être utilisée dans la construction de structures pré-moulées telles que, par exemple, des blocs de construction (117). Selon un troisième aspect, distinct, un procédé de fabrication d'une matière d'agrégats légers consiste à produire un matériau de construction léger se présentant sous la forme de pâte humide, à ajouter une part de pâte humide à au moins trois parts d'agrégats secs, et à mélanger la pâte humide et les agrégats secs dans une transporteuse à vis sans fin. Selon un quatrième aspect, distinct, un mur de maçonnerie réglable et un gabarit de fondation sont utilisés pour fabriquer une semelle (119) et une dalle monolithes (120). Selon un cinquième aspect, distinct, un procédé de construction de structures moulées dans le sol consiste à suspendre un appareillage de coffrage au-dessus des semelles et à verser une matière de construction entre les coffrages de l'appareillage.
PCT/US1996/000131 1995-01-10 1996-01-05 Materiau de construction leger et methode de construction de structures coulees sur place WO1996021566A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AU46533/96A AU4653396A (en) 1995-01-10 1996-01-05 Lightweight building material and method of construction of cast-in-place structures
US08/924,678 US5845435A (en) 1995-03-27 1997-09-05 Fastening support devices and systems for shielded gutters

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
US37079095A 1995-01-10 1995-01-10
US08/370,790 1995-01-10
US08/541,608 1995-10-10
US08/541,608 US5785419A (en) 1995-10-10 1995-10-10 Lightweight building material and method of construction of cast-in-place structures

Publications (2)

Publication Number Publication Date
WO1996021566A1 true WO1996021566A1 (fr) 1996-07-18
WO1996021566B1 WO1996021566B1 (fr) 1996-09-26

Family

ID=27005108

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US1996/000131 WO1996021566A1 (fr) 1995-01-10 1996-01-05 Materiau de construction leger et methode de construction de structures coulees sur place

Country Status (2)

Country Link
AU (1) AU4653396A (fr)
WO (1) WO1996021566A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019209353A1 (fr) * 2018-04-27 2019-10-31 Gcp Applied Technologies Inc. Inducteurs de surface élevée pour la production d'agrégats cimentaires
NL2021223B1 (en) * 2018-07-02 2020-01-07 Gerhard Nicolaas Schotanus Jacobus Method for producing concrete based on vegetal aggregate

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5196061A (en) * 1988-01-15 1993-03-23 Thomas Robert C Cementitious composite that includes delignified cellulosic material and process of making it
US5346549A (en) * 1992-10-23 1994-09-13 Johnson William B Environmentally stabilized products formed from ash and papermill waste

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5196061A (en) * 1988-01-15 1993-03-23 Thomas Robert C Cementitious composite that includes delignified cellulosic material and process of making it
US5346549A (en) * 1992-10-23 1994-09-13 Johnson William B Environmentally stabilized products formed from ash and papermill waste

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019209353A1 (fr) * 2018-04-27 2019-10-31 Gcp Applied Technologies Inc. Inducteurs de surface élevée pour la production d'agrégats cimentaires
US11958774B2 (en) 2018-04-27 2024-04-16 Gcp Applied Technologies Inc. High surface area inducers for cementitious aggregates production
NL2021223B1 (en) * 2018-07-02 2020-01-07 Gerhard Nicolaas Schotanus Jacobus Method for producing concrete based on vegetal aggregate

Also Published As

Publication number Publication date
AU4653396A (en) 1996-07-31

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