WO2009061227A2 - Modular elements, network, supporting structure, construction and process for obtaining thereof - Google Patents

Modular elements, network, supporting structure, construction and process for obtaining thereof Download PDF

Info

Publication number
WO2009061227A2
WO2009061227A2 PCT/RO2008/000008 RO2008000008W WO2009061227A2 WO 2009061227 A2 WO2009061227 A2 WO 2009061227A2 RO 2008000008 W RO2008000008 W RO 2008000008W WO 2009061227 A2 WO2009061227 A2 WO 2009061227A2
Authority
WO
WIPO (PCT)
Prior art keywords
channels
joints
modular
interior
network
Prior art date
Application number
PCT/RO2008/000008
Other languages
French (fr)
Other versions
WO2009061227A3 (en
Inventor
Laurentiu Dumitru Breaz
Original Assignee
Laurentiu Dumitru Breaz
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 Laurentiu Dumitru Breaz filed Critical Laurentiu Dumitru Breaz
Publication of WO2009061227A2 publication Critical patent/WO2009061227A2/en
Publication of WO2009061227A3 publication Critical patent/WO2009061227A3/en

Links

Classifications

    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/26—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in all cavities in order to form a wall construction
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • 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
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0206—Non-undercut connections, e.g. tongue and groove connections of rectangular shape

Definitions

  • the invention relates to modular elements made of insulating materials for constructions, provided with at least one network element in the interior; to a network obtained by connecting modular elements; to a supporting structure achieved by casting a hardening material in the network achieved by connecting the modular elements and joining them through the supporting structure, as well as to the process for obtaining thereof.
  • the concrete panels are used in a wide range of applications in the civil engineering industry, the construction time being thus reduced.
  • the pre-cast panels are manufactured by casting the concrete into forms (concrete forming).After hardening, the panels are vertically positioned at the construction site.
  • the patent US2002017070 describes an expanded plastic module intended for the building of a concrete wall structure, insulated by interconnecting the modules and filling them with concrete.
  • the module is made of expanded polystyrene.
  • Each module has the form of a rigid block, having an interior configuration designed to be filled with concrete.
  • a network of steel or plastic bars is being introduced inside the modules.
  • the disadvantage of this technical solution consists in a high rate of concrete consumption, flow problems upon the placing of concrete, due to the internal channels, positioned perpendiculary along the vertical and horizontal line; also, a too complex construction and aditional manual working, brought about by the network of bars.
  • the patent WO2005059264 relates to polyurethanes or polystyrene foams for concrete structures.
  • the insulating blocks elements have an interior arrangement in the form of vertical cavities in a trapezoidal, circular, elliptical or parabolic shape.
  • the structure obtained after the blocks have been filled with concrete has good strenght properties and optimum heat insulation.
  • the disadvantage of this technical solution consists in a high rate of isolation material and concrete consumption; moreover, the strenght of the linear structure is inferior to the structures in which concrete is cast in several directions.
  • the patent US4942707 describes ceiling or roof structures, based on a rigid insulation, provided with several cavities or channels that become molds for the concrete during its casting. Following the joining of structures in the form of a ceiling or a roof, concrete is to be cast in these cavities or channels.
  • the disadvantage of this technical solution is the high rate of consumption of concrete; also, it may be applied only to ceilings and roofs.
  • insulating elements with interior channels for casting of concrete Another major disadvantage of insulating elements with interior channels for casting of concrete is that they become only elements of a building, such as walls, ceilings, not being able to meet the necessary features for obtaining an appropriate supporting structure for a complete construction.
  • the problem solved by this invention is the achievement of a construction with a unitary structure of strenght and appropriate heat insulation, withouth any elements of concrete forming, using a simple and cost effective procedure.
  • the purpose of this invention is the achievement of a unitary supporting structure that would be suitable for constructions, through the casting of a hardening material in a unitary network, defined and formed through the connection of modular elements made of insulating materials.
  • the modular element removes the previously mentioned disadvantages, as it has an interior network element made up of at least two main half-joints and at least two secondary half-joints, connected through vertical , horizontal and oblique channels.
  • the modular element removes the previously mentioned disadvantages, as it has an interior network element made up of two main half- joints and two secondary half-joints, connected through vertical, horizontal and oblique channels.
  • the modular element removes the previously mentioned disadvantages as it has an interior network element made up of three main half-joints and three secondary half-joints, connected through vertical, horizontal and oblique channels.
  • the modular element removes the previously mentioned disadvantages as it has an interior network element made up of five main half-joints and five secondary half-joints, connected through vertical, horizontal and oblique channels.
  • the modular element removes the previously mentioned disadvantages, as it has an interior network element made up of four main half-joints and four secondary half-joints, connected through vertical, horizontal and oblique channels.
  • the modular elements have an even or odd number of half joints.
  • the network obtained by assembling the modular elements removes the previously mentioned disadvantages as it is made up of main and secondary joints, connected through vertical, horizontal and oblique channels.
  • the unitary supporting structure removes the above mentioned disadvantages, as it is obtained by casting a material that will harden in the unitary network for the entire construction.
  • the construction removes the previously mentioned disadvantages as it is made up of a unitary supporting structure inside of an insulating structure, obtained by connecting the modular elements.
  • the process for obtaining the construction according to the invention removes the disadvantages mentioned above as it consists of the following: connection of the modular elements and the casting of the material that hardens in the network defined through the connection of the modular elements and the creation of a unitary supporting structure.
  • the modular elements are made of synthetic foams based on polyurethanes, polyimides, polyethylene, polypropylene, polyvinyl chloride, polyvinylidene chloride, amino resins, phenolic resins, silicones, expanded polystyrene and sodium silicate.
  • the network elements are joints having a cylindrical, spherical, prismatic or tapered form, connected through vertical, oblique or horisontal channels, as well as open channels which intersect each another perpendicularly.
  • the material to be cast in the network according to the invention, in order to harden and form the supporting structure may be one of the followingiconcrete, reinforced concrete, polyesther resins, epoxy resins, polyurethane resins.
  • the construction procedure for one-floor building includes the connection of modular elements for the foundation, walls, ceiling, roof in a vault shape and the cast of material in the network defined by specific modular elements: the material hardens and forms the supporting structure which is unitary in the building assembly, but specific for each part of the building.
  • a main joint is defined as the geometrical position determined by the intersection of vertical, horizontal and oblique channels.
  • a secondary joint is defined as the geometrical position determined by the intersection of vertical, horizontal and oblique channels.
  • a main half-joint is defined as a part from a main half-joint.
  • a secondary half-joint is defined as a part from a secondary half-joint.
  • a network element is defined as a part from a network obtained by assembling the modular elements.
  • Modular element (1) having in interior a network element consisting of two main half-joint (2) and two secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6) and eight joint elements (7).
  • Modular element (8) having in the interior a network element consisting of three main half- joints (2), three secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6) and twelve joint elements (7).
  • Modular element (9) having in the interior a network element consisting of five main half- joints (2) and five secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6) and ten joint elements (7).
  • Modular element (10) having in the interior a network element consisting of four main half- joint (2) and four secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6).
  • Modular element (11) for the corner having in the interior three main half joints (2), three secondary half-joints (3) connected through vertical channels(4) ), horizontal channels (5) and oblique channels (6).
  • Fig.6 Modular element (12) for the ceiling having in the interior five main half joints (2) and five open secondary half-joints (3).
  • Fig.7 Construction consisting of modular elements, making up two exterior walls (13) and an interior wall (14).
  • Example 1 There are achieved modular elements for wall (Fig. 2), corner (Fig. 4,5), from fireproofed polyurethane foam, by injecting in mould and expanding at the dimensions of the mould.
  • the modular elements have the following dimensions: the modular element for wall (Fig. 2) has the dimensions 120/60/30 cm with vertical channels of 20 cm in diameter, horizontal channels of 20 cm in diameter and oblique channels of 18 cm in diameter.
  • the T shaped modular element (Fig. 4) has the dimensions 120/60/60 with 30 cm thickness, with vertical channels of 20 cm in diameter, horizontal channels of 20 cm in diameter and oblique channels of 18 cm in diameter.
  • the modular element for corner (Fig. 5) has the dimensions 60/60/30 cm with vertical channels of 20 cm in diameter, horizontal channels of 20 cm in diameter and oblique channels of 18 cm in diameter.
  • the strenght of the wall at stress is 100 tons/ meter and at critical shear stress is 40 tons.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Insulators (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention relates to modular elements made of insulating materials for constructions, provided with at least one network element in the interior; to a network obtained by connecting modular elements; to a supporting structure achieved by casting a hardening material in the network achieved by connecting the modular elements and joining them through the supporting structure, as well as to the process for obtaining thereof.

Description

Modular elements, network, supporting structure, construction and process for obtaining thereof
The invention relates to modular elements made of insulating materials for constructions, provided with at least one network element in the interior; to a network obtained by connecting modular elements; to a supporting structure achieved by casting a hardening material in the network achieved by connecting the modular elements and joining them through the supporting structure, as well as to the process for obtaining thereof.
The concrete panels are used in a wide range of applications in the civil engineering industry, the construction time being thus reduced. The pre-cast panels are manufactured by casting the concrete into forms (concrete forming).After hardening, the panels are vertically positioned at the construction site.
Since the panels are not insulated there is an disadvantage in insulating them at a later stage, as insulating operations are expensive and imply a lot of manual working.
Another disadvantage is they could not be used for ceilings, as they have not sufficient strenght in the case of large-sized ceilings.
The patent US2002017070 describes an expanded plastic module intended for the building of a concrete wall structure, insulated by interconnecting the modules and filling them with concrete.The module is made of expanded polystyrene. Each module has the form of a rigid block, having an interior configuration designed to be filled with concrete. Aditionally, for the increase of strenght, a network of steel or plastic bars is being introduced inside the modules.The disadvantage of this technical solution consists in a high rate of concrete consumption, flow problems upon the placing of concrete, due to the internal channels, positioned perpendiculary along the vertical and horizontal line; also, a too complex construction and aditional manual working, brought about by the network of bars.
The patent WO2005059264 relates to polyurethanes or polystyrene foams for concrete structures.
The insulating blocks elements have an interior arrangement in the form of vertical cavities in a trapezoidal, circular, elliptical or parabolic shape.The structure obtained after the blocks have been filled with concrete has good strenght properties and optimum heat insulation. The disadvantage of this technical solution consists in a high rate of isolation material and concrete consumption; moreover, the strenght of the linear structure is inferior to the structures in which concrete is cast in several directions.
The patent US4942707 describes ceiling or roof structures, based on a rigid insulation, provided with several cavities or channels that become molds for the concrete during its casting. Following the joining of structures in the form of a ceiling or a roof, concrete is to be cast in these cavities or channels. The disadvantage of this technical solution is the high rate of consumption of concrete; also, it may be applied only to ceilings and roofs.
Another major disadvantage of insulating elements with interior channels for casting of concrete is that they become only elements of a building, such as walls, ceilings, not being able to meet the necessary features for obtaining an appropriate supporting structure for a complete construction.
The problem solved by this invention is the achievement of a construction with a unitary structure of strenght and appropriate heat insulation, withouth any elements of concrete forming, using a simple and cost effective procedure.
The purpose of this invention is the achievement of a unitary supporting structure that would be suitable for constructions, through the casting of a hardening material in a unitary network, defined and formed through the connection of modular elements made of insulating materials.
In accordance with one embodiment of the present invention, the modular element removes the previously mentioned disadvantages, as it has an interior network element made up of at least two main half-joints and at least two secondary half-joints, connected through vertical , horizontal and oblique channels.
In accordance with another embodiment of the present invention, the modular element removes the previously mentioned disadvantages, as it has an interior network element made up of two main half- joints and two secondary half-joints, connected through vertical, horizontal and oblique channels.In accordance with another embodiment of the present invention, the modular element removes the previously mentioned disadvantages as it has an interior network element made up of three main half-joints and three secondary half-joints, connected through vertical, horizontal and oblique channels.
In accordance with another embodiment of the present invention, the modular element removes the previously mentioned disadvantages as it has an interior network element made up of five main half-joints and five secondary half-joints, connected through vertical, horizontal and oblique channels.
In accordance with another embodiment of the present invention, the modular element removes the previously mentioned disadvantages, as it has an interior network element made up of four main half-joints and four secondary half-joints, connected through vertical, horizontal and oblique channels.
According to the invention, the modular elements have an even or odd number of half joints.
In accordance with one embodiment of the present invention, the network obtained by assembling the modular elements removes the previously mentioned disadvantages as it is made up of main and secondary joints, connected through vertical, horizontal and oblique channels.
In accordance with another embodiment of the present invention, the unitary supporting structure removes the above mentioned disadvantages, as it is obtained by casting a material that will harden in the unitary network for the entire construction.
In accordance with another embodiment of the present invention, the construction removes the previously mentioned disadvantages as it is made up of a unitary supporting structure inside of an insulating structure, obtained by connecting the modular elements.
In accordance with another embodiment of the present invention, the process for obtaining the construction according to the invention removes the disadvantages mentioned above as it consists of the following: connection of the modular elements and the casting of the material that hardens in the network defined through the connection of the modular elements and the creation of a unitary supporting structure.
According to the invention, the modular elements are made of synthetic foams based on polyurethanes, polyimides, polyethylene, polypropylene, polyvinyl chloride, polyvinylidene chloride, amino resins, phenolic resins, silicones, expanded polystyrene and sodium silicate.
The network elements are joints having a cylindrical, spherical, prismatic or tapered form, connected through vertical, oblique or horisontal channels, as well as open channels which intersect each another perpendicularly.
The material to be cast in the network according to the invention, in order to harden and form the supporting structure may be one of the followingiconcrete, reinforced concrete, polyesther resins, epoxy resins, polyurethane resins.
For example, the construction procedure for one-floor building includes the connection of modular elements for the foundation, walls, ceiling, roof in a vault shape and the cast of material in the network defined by specific modular elements: the material hardens and forms the supporting structure which is unitary in the building assembly, but specific for each part of the building.
A main joint is defined as the geometrical position determined by the intersection of vertical, horizontal and oblique channels.
A secondary joint is defined as the geometrical position determined by the intersection of vertical, horizontal and oblique channels.
A main half-joint is defined as a part from a main half-joint.
A secondary half-joint is defined as a part from a secondary half-joint.
A network element is defined as a part from a network obtained by assembling the modular elements.
The following advantages are obtained by the application of this invention:
- the achievement of a construction with a unitary structure of strenght and appropriate heat insulation, withouth any elements of concrete forming, using a simple and cost effective procedure - the construction is achieved in shorter time in comparison with traditional processes;
- the resistance of the construction is higher in comparison with other processes;
- the modular elements adapt horizontally and vertically.
An example of achievement of the invention is given below in conjunction with 1-7 drawings, wherein:
Fig.l . Modular element (1) having in interior a network element consisting of two main half-joint (2) and two secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6) and eight joint elements (7).
Fig.2. Modular element (8) having in the interior a network element consisting of three main half- joints (2), three secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6) and twelve joint elements (7).
Fig.3. Modular element (9) having in the interior a network element consisting of five main half- joints (2) and five secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6) and ten joint elements (7).
Fig.4. Modular element (10) having in the interior a network element consisting of four main half- joint (2) and four secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6).
Fig.5. Modular element (11) for the corner, having in the interior three main half joints (2), three secondary half-joints (3) connected through vertical channels(4) ), horizontal channels (5) and oblique channels (6).
Fig.6. Modular element (12) for the ceiling having in the interior five main half joints (2) and five open secondary half-joints (3).
Fig.7. Construction consisting of modular elements, making up two exterior walls (13) and an interior wall (14).
Example 1 : There are achieved modular elements for wall (Fig. 2), corner (Fig. 4,5), from fireproofed polyurethane foam, by injecting in mould and expanding at the dimensions of the mould.
The modular elements have the following dimensions: the modular element for wall (Fig. 2) has the dimensions 120/60/30 cm with vertical channels of 20 cm in diameter, horizontal channels of 20 cm in diameter and oblique channels of 18 cm in diameter. the T shaped modular element (Fig. 4) has the dimensions 120/60/60 with 30 cm thickness, with vertical channels of 20 cm in diameter, horizontal channels of 20 cm in diameter and oblique channels of 18 cm in diameter. the modular element for corner (Fig. 5) has the dimensions 60/60/30 cm with vertical channels of 20 cm in diameter, horizontal channels of 20 cm in diameter and oblique channels of 18 cm in diameter.
There is achieved with modular elements the construction presented in Fig.7 as following: the modular elements for exterior wall 13, interior wall 14, T shaped and corner elements are assembled, followed by the casting of concrete B 300 with high fluidity in the formed network.
After hardening, the strenght of the wall at stress is 100 tons/ meter and at critical shear stress is 40 tons.

Claims

Claims:
1.Modular element (1) for constructions characterized in that it has in the interior a network element consisting of two main half-joints (2) and three secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6) and eight joint elements (7).
2. Modular element (8) for constructions characterized in that, in according with claim 1 it has in the interior a network element consisting of three main half-joints (2), three secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6) and twelve joint elements (7).
3. Modular element (9) for constructions characterized in that, in according with claim 1 it has in the interior a network element consisting of five main half-joints (2), five secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6) and ten joint elements (7).
4. Modular element (10) for constructions characterized in that, in according with claim 1 it has in the interior a network element consisting of four main half-joints (2), four secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6).
5. Modular element (11) for corner characterized in that, in according with claim 1 it has in the interior a network element consisting of three main half-joints (2), three secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6).
6. Modular element (12) for ceiling characterized in that, in according with claims 1 and 3 it has in the interior a network element consisting of five main half-joints (2), five open secondary half-joints (3) connected through vertical channels (4), horizontal channels (5) and oblique channels (6).
7.Network obtained by assembling the modular elements, characterised in that in according with the claims 1-7 it is made up of main joints (2) and secondary joints (3) connected through vertical channels (4) , horizontal channels (5) and oblique channels (6).
8. Modular elements characterized in that , in according with the claims 1-7, they are made up of synthetic foams based on polyurethanes, polyimides, polyethylene, polypropylene, polymerized vinyl chloride, polyvinylidene chloride, amino resins, phenolic resins, silicones, expanded polystyrene and sodium silicate.
9. Unitary supporting structure characterised in that, in according with claims 1-7 it is achieved by the casting of a hardening material in the network obtained by connecting the modular elements, the hardening material being concrete, polyesther resins, epoxy resins, polyurethane resins.
10. Construction of modular elements characterised in that, in according with claims 1-9, it is made up of a unitary supporting structure in the interior of an insulating structure, obtained through the connection of modular elements.
PCT/RO2008/000008 2007-08-22 2008-08-18 Modular elements, network, supporting structure, construction and process for obtaining thereof WO2009061227A2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ROA200700603 2007-08-22
ROA200700603A RO123557B1 (en) 2007-08-22 2007-08-22 Modular element, network, bearing structure and construction made therewith

Publications (2)

Publication Number Publication Date
WO2009061227A2 true WO2009061227A2 (en) 2009-05-14
WO2009061227A3 WO2009061227A3 (en) 2009-10-22

Family

ID=40626369

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/RO2008/000008 WO2009061227A2 (en) 2007-08-22 2008-08-18 Modular elements, network, supporting structure, construction and process for obtaining thereof

Country Status (2)

Country Link
RO (1) RO123557B1 (en)
WO (1) WO2009061227A2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014057175A1 (en) * 2012-10-12 2014-04-17 Christophe Portugues Construction panel made from an insulating material
WO2014084748A3 (en) * 2012-07-30 2015-02-26 Breaz Laurentiu Dumitru Modular element for storage basin construction, supporting structure, method of construction thereof
EP2899327A1 (en) * 2014-01-28 2015-07-29 H&H Technologies Insulating construction element and method for manufacturing same
WO2016040694A1 (en) * 2014-09-12 2016-03-17 Romanenko Sergei V Construction components having embedded internal support structures to provide enhanced structural reinforcement for, and improved ease in construction of, walls comprising same
WO2016182467A1 (en) * 2015-05-12 2016-11-17 Breaz Laurentiu Dumitru Precast building block, modular element with optimized geometry, process for obtaining the modular element, construction, method for obtaining a building by assembling the modular elements
WO2024170494A1 (en) * 2023-02-13 2024-08-22 Schwiderski Alfons System for producing walls, wall and method for producing a wall using such a system

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023249504A1 (en) * 2022-06-14 2023-12-28 Breaz Laureniu Dumitru Modular building elements

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1170103A (en) * 1965-11-12 1969-11-12 Stracke Ing Markus Building Elements.
DE2156006A1 (en) * 1971-11-11 1973-07-26 Fred Konzuch CONCRETE FRAMEWORK (DIAGONAL ARRANGEMENT) WITH HARD FOAM OR. LIGHTWEIGHT FORMING ELEMENTS WHICH ARE FILLING, PLASTERING AND INSULATING PARTS AT THE SAME TIME
DE2436514A1 (en) * 1973-08-01 1975-02-20 Karl Friedrich Rath Pre-fabricated construction element - with integral channels to accommodate supports and braces
WO1996019622A1 (en) * 1994-12-20 1996-06-27 Mary Rowena Ginn Building panels
CA2162445A1 (en) * 1995-11-08 1997-05-09 Verl O. Terry Interlocking concrete form modules
WO2005059264A1 (en) * 2003-12-17 2005-06-30 Hernandez Estrada Antonio Osca Polyurethane or polystyrene foam block for concrete structures
WO2007081233A2 (en) * 2005-09-22 2007-07-19 Laurentiu Breaz Modular elements, network, supporting structure, construction and process for obtaining thereof

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1170103A (en) * 1965-11-12 1969-11-12 Stracke Ing Markus Building Elements.
DE2156006A1 (en) * 1971-11-11 1973-07-26 Fred Konzuch CONCRETE FRAMEWORK (DIAGONAL ARRANGEMENT) WITH HARD FOAM OR. LIGHTWEIGHT FORMING ELEMENTS WHICH ARE FILLING, PLASTERING AND INSULATING PARTS AT THE SAME TIME
DE2436514A1 (en) * 1973-08-01 1975-02-20 Karl Friedrich Rath Pre-fabricated construction element - with integral channels to accommodate supports and braces
WO1996019622A1 (en) * 1994-12-20 1996-06-27 Mary Rowena Ginn Building panels
CA2162445A1 (en) * 1995-11-08 1997-05-09 Verl O. Terry Interlocking concrete form modules
WO2005059264A1 (en) * 2003-12-17 2005-06-30 Hernandez Estrada Antonio Osca Polyurethane or polystyrene foam block for concrete structures
WO2007081233A2 (en) * 2005-09-22 2007-07-19 Laurentiu Breaz Modular elements, network, supporting structure, construction and process for obtaining thereof

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014084748A3 (en) * 2012-07-30 2015-02-26 Breaz Laurentiu Dumitru Modular element for storage basin construction, supporting structure, method of construction thereof
US9856066B2 (en) 2012-07-30 2018-01-02 Laurentiu Dumitru Breaz Modular element for storage basin construction, supporting structure, method of construction thereof
WO2014057175A1 (en) * 2012-10-12 2014-04-17 Christophe Portugues Construction panel made from an insulating material
EP2899327A1 (en) * 2014-01-28 2015-07-29 H&H Technologies Insulating construction element and method for manufacturing same
FR3016908A1 (en) * 2014-01-28 2015-07-31 H & H Technologies INSULATING CONSTRUCTION ELEMENT AND METHOD FOR MANUFACTURING THE SAME
WO2016040694A1 (en) * 2014-09-12 2016-03-17 Romanenko Sergei V Construction components having embedded internal support structures to provide enhanced structural reinforcement for, and improved ease in construction of, walls comprising same
WO2016182467A1 (en) * 2015-05-12 2016-11-17 Breaz Laurentiu Dumitru Precast building block, modular element with optimized geometry, process for obtaining the modular element, construction, method for obtaining a building by assembling the modular elements
US10273684B2 (en) 2015-05-12 2019-04-30 Laurentiu Dumitru Breaz Precast building block, modular element with optimized geometry, process for obtaining the modular element, construction, method for obtaining a building by assembling the modular elements
WO2024170494A1 (en) * 2023-02-13 2024-08-22 Schwiderski Alfons System for producing walls, wall and method for producing a wall using such a system

Also Published As

Publication number Publication date
WO2009061227A3 (en) 2009-10-22
RO123557B1 (en) 2013-08-30

Similar Documents

Publication Publication Date Title
EP1926865B1 (en) Modular elements, network, supporting structure, construction
WO2009061227A2 (en) Modular elements, network, supporting structure, construction and process for obtaining thereof
US20220074204A1 (en) A building element
CN104594531B (en) A kind of modular lightweight band muscle partition wall and construction method thereof
CN204311649U (en) Prefabrication and assembly construction boxlike reinforcement side fascia with ribbing and exterior wall
KR101339030B1 (en) Hollowness light weight concrete panel using paper pipe and method for manufacturing thereof
CN109958228B (en) Heat insulation bridge-cut-off building block for exterior enclosure wall beam and column and construction method
RU2305158C2 (en) Retained form block
CN111749366B (en) Assembled composite wall based on steel pipes and construction method thereof
CN110714573B (en) HJ assembled multifunctional wall board
CN210562806U (en) Building module splicing wall
CN205444666U (en) Prefabricated thermal insulation wall component
RU62949U1 (en) FORMWORK KIT
RU2780989C1 (en) Method for forming nonlinear building structures from blocks and assembly of panels with curvature
WO2023249504A1 (en) Modular building elements
KR20120079259A (en) Manufacturing method of modular mobile buildings with insulation structure and mobile buildings using them
EP3447207B1 (en) Blocks and modular building system
AU784738B2 (en) Building system and prefabricated wall panels
WO2024220973A1 (en) Additively manufactured formwork assemblies and sequential cast-in-place methods to create compression-based structures
KR200338055Y1 (en) Expanded plastic hollow panel assembly
WO2004057124A1 (en) Building element, especially for erecting vertical and horizontal structures
WO2014007787A1 (en) Unit for permanent formwork
KR20150038778A (en) A tieing apparatus for a concrete form and a method for constructing the outside nsulation wall of structure therewith
AU2004285988A1 (en) Building formwork module for use in a modular concrete formwork system
WO2005042863A1 (en) Building formwork module for use in a modular concrete formwork system

Legal Events

Date Code Title Description
NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 08848264

Country of ref document: EP

Kind code of ref document: A2