WO2010035293A1 - Building construction process by means of prefabricated modular components and accessories for its execution - Google Patents

Building construction process by means of prefabricated modular components and accessories for its execution Download PDF

Info

Publication number
WO2010035293A1
WO2010035293A1 PCT/IT2008/000614 IT2008000614W WO2010035293A1 WO 2010035293 A1 WO2010035293 A1 WO 2010035293A1 IT 2008000614 W IT2008000614 W IT 2008000614W WO 2010035293 A1 WO2010035293 A1 WO 2010035293A1
Authority
WO
WIPO (PCT)
Prior art keywords
components
layer
modular components
mentioned
air
Prior art date
Application number
PCT/IT2008/000614
Other languages
French (fr)
Inventor
Luciano Turello
Original Assignee
Luciano Turello
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 Luciano Turello filed Critical Luciano Turello
Priority to PCT/IT2008/000614 priority Critical patent/WO2010035293A1/en
Priority to EP08876056A priority patent/EP2342392A1/en
Publication of WO2010035293A1 publication Critical patent/WO2010035293A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14Walls 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
    • E04B2/22Walls 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 a general shape differing from that of a parallelepiped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202Details of connections
    • E04B2002/0232Undercut connections, e.g. using undercut tongues and grooves

Definitions

  • the goal of constructing procedure is to place on the market the innovative products that simplify, speed up, and improve technically and at the lower cost the building of the houses.
  • This construction procedure revolutionize the construction of the houses without changing the technology and materials that are in use nowadays, as it offers the forms, solutions and equipment, but in the category of machinery and constructing structures present on the world market from the most simple to highly technological.
  • the constructing procedure introduces the bricks with joins in the form of swallow tail, that have the characteristics of ability to hold on the two orthogonal lines, and the cords or joins of union that are inserted in bricks in the way to have the 3dimensional holding.
  • the procedure using the invention consists of : -creating plurality of precast modular components, lining up one of their side in join in swallow tale mode where the two lateral prominences, male, swallow semi-tail represent two opposite inclined sides, that delimit the corresponding central female swallow tail hollow, and forming in every of the mentioned modular precast components air spaces, substantially parallel and close to the opposite side of the mentioned hollow; -form where it is necessary the assembling holes on the sides of mentioned components where the air spaces open.
  • the mortar is applied on the precast modular components, using the slits mask, respectively using the nozzle of the plaster machine, in the way to obtain the stripes measuring of the mortar itself.
  • the other precast modular component in the way to adjust at least some of the air spaces of components;
  • -pic.4 shows the transverse section, according to the line IV-IV of pic.3;
  • -pic.6 shows the transverse section of IV-IV line of pic.5
  • -pic.7 shows the plan of the slits slab to apply to the above mentioned nozzle for measuring and forming the stripes of mortar
  • each of the components carries two sides of the base and three lateral sides, that is the quarter of lateral side, opposed to one of the mentioned three sides of lateral level and from that male swallow semi-tail prominences jut out, that represent opposite inclined sides that delimit the corresponding central female swallow tail hollow, while its sides of the opposite base open the air spaces, substantially parallel and next to the external side of the hollow, and assembling holes.
  • Original characteristics are the air spaces of the constant thickness on the main side.
  • the mask for application of mortar is shown according to present invention.
  • Mentioned mask includes the sheet slits and fixed wings of stretched assembling , parallel to slits on its inferior side in the way that the mentioned mask overlaps the work and maintains using the wings, compared to the sides of plurality of mentioned components, arranged in linear sequence, long at least one line longitude and through its slits mortar is applied in stripes on the sides of modular components, in the manner that it won't close at least partially the air spaces and respective assembling holes.
  • the mask is made of metal or plastic blade with two handles, is about one meter long and one meter large related to the typology it applies.
  • the thickness of blade corresponds to the sickness of the mortar which is being applied between two lines and of bricks or slabs,
  • the blade in its lengths has a range of marks large appropriately for each type of brick or slab that permit to measure the exact mortar stripes.
  • Pic.5 and 8 show the nozzle of measuring for applying mortar in stripes. This nozzle includes 'mouth' that permits to spread the stripe of mortar on the side of plurality of modular components, arranged in linear sequence, in the way not to close at least the part of respective air spaces and respective eventual assembling holes. Nozzle is fixed to the sheet of slits for the measuring and forming the stripes of mortar.
  • Measuring nozzle for stripes and on the bricks and blocks on the cement base is slide that is fixed on the exit part of the tube of plaster, made in the way that mortar is measured in stripes.
  • the nozzle is interchangeable and of different sizes, has to be suitable for different types o f bricks and slabs presented on the market and to different machinery that permit its use.
  • the nozzle for measuring in stripes is of resistant material and is fixed at the launch of plaster machines. Requires the body in the shape of funnel with the section that passes from the diameter of attachment to the launch to the section of exit. Paired with the sheet of exit , sheet, interchangeable, fixed or recorded, covered in resistant material against mortar damage.
  • the new solution consists of a nozzle in rectangular form with the measuring sheet fixed with interchangeable or internal deflectors, to obtain the stripes measurement. Moreover, there are wings of centering of the sheet on the bricks or blocks.
  • the constructive system of building process permits the whole range of advantages both in technical and economic aspects.
  • the main technical advantage is the absence of thermal bridges, as the mortar stripes are being measured by length of the bricks and so of the wall, there is no contact between them but the division by air stripes, which prevents the condensate and the humidity to pass through one and the other side of the wall.
  • the other advantage is the increase of isolating, the phono-absorbing with improvement of the applying of plaster to the wall, due to the space left in between one line and the other of the bricks. Then, there's economical advantage, the chance to save on the mortar up to the 80%, as using about the half of the thickness and diameter avoids wasting the material. There's also the reduction of placing time, as in the traditional method the placing is applied on one brick at a time, in the new method it could be applied on the line of the bricks. Ref.
  • the pin and the joins of the union were created to unite between them the two products.
  • the products differ substantially only in the thickness of the walls and the seven unions due to the diversity of employed material.
  • the pin are mostly parallelepiped shape, preferably with square a rectangular section, joins have the pieces in the shape of 'H' that are inserted into the sections. Both could be made of plastic or metal or any other material resistant enough for the use.
  • Ref. to the pic.12 are shown air vents, according to the invention, e.g. grilled or air spaces.
  • Air vent is the stripe of plastic, inserted on the external part of before placing of the first layer and after the placing the last layer of bricks or slabs, and permits the passage of the air into the spaces created in the brick.
  • the characteristics of air vent is to have the range of holes that permit the passage of the air to create the effect of 'fireplace 1 , but that are small enough to prevent the wasps and other insects to nest inside.
  • the pic.13 shows schematically a floor panel, obtained after some procedures as: place next to the first component another component in the way to line up at least some of the air spaces of the components , continue up to form the structure of horizontal panel where at least some air spaces are adjusted between them and form the continuous passages of the air next to one of the external side of the structure, place at least two section metal bar of the structural support through the corresponding continuous passages of the structure of the horizontal panel, making it to support itself. Then to proceed with the following - overlap the floor- panel with isolating material and metal armour, spread the cement coat , etc. (look page 5)

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

5 The procedure of building construction, using the modular precast components and means for its carrying out characterised by the following phases: - creating the plurality of precast modular components, composing on their side, joining in swallow tail way, where the two lateral prominences male swallow semi-tale, present two opposite inclined sides, that delimit the corresponding swallow tale central female 0 hollow and forming in each of these components air rooms; substantially parallel and next to the opposite to the mentioned hollow side. -forming where it is necessary the assembling holes on the sides of mentioned precast modular components, where open the air spaces. - create the plurality of mentioned components, according to the first linear sequence, long at least one longitude line, forming the first layer v/h of precast modular components; -apply the stripes of mortar cementi on the side of PMC of the mentioned layer where the air spaces open in the way not to close at least some part of the spaces and the assembling holes.; -where it is necessary the means of mechanical link and that employ at least one of assembling hole of each of joined components. -to place on the mentioned first v/h layer the next v/h layer of the mentioned modular components, placing it against the following stripes of mortar according to the ulterior linear sequence similar to the first one a staggered in the middle of a modular precast components, in the way to line up at least some of the air spaces of the components of one layer with the components of the other layer; -continue placing next layers vertical or horizontal up to form the desired element of the structure Vertical/a wall or Horizontal/a floor panel, where the air spaces of the components are of different layers are adjusted and lined between them and form the continuous passages of air next to the external sides of the structure.

Description

BUILDING CONSTRUCTION PROCESS BY MEANS OF PREFABRICATED MODULAR COMPONENTS AND ACCESSORIES FOR ITS EXECUTION.
The present invention refers to the procedure of building construction , employing the modular precast components. Apart from that it covers as well the necessary means to carry out the procedure.. In general they consist of clay bricks, cement base blocks, union joins and cords, placing template for building works, measuring nozzles for stripe to apply to the air vents and plaster machines.
The goal of constructing procedure is to place on the market the innovative products that simplify, speed up, and improve technically and at the lower cost the building of the houses. This construction procedure revolutionize the construction of the houses without changing the technology and materials that are in use nowadays, as it offers the forms, solutions and equipment, but in the category of machinery and constructing structures present on the world market from the most simple to highly technological. Differently from the classic parallelepiped shape bricks or those with the simple perimeter join, the constructing procedure introduces the bricks with joins in the form of swallow tail, that have the characteristics of ability to hold on the two orthogonal lines, and the cords or joins of union that are inserted in bricks in the way to have the 3dimensional holding. By bricks we don't intend only the traditional clay bricks , but also the base of cement slabs or other materials. The union of bricks or slabs rows is being performed with the help of the usually used mortar, but measured and positioned for the mask tool or measuring nozzles for stripes to save on the material and to avoid damaging thermal points
The present invention provides for the procedure as characterised in one or more claims from 1 to 5. Moreover, the invention provides for the means to carry out the procedure and that are characterised in the demands from 6 to 11.
In the first mode of carrying out the procedure, according to the invention consists of the following phases:
-To carry out the plurality of precast modular components, creating one of their side with the join of swallow tail, where two lateral prominences, male, swallow semi-tail represent two opposite inclined sides, that delimit the corresponding central female swallow tail hollow, and'forming in every of the mentioned modular precast components air spaces, substantially parallel and close to the opposite side of the mentioned hollow.; -to form where it is necessary, the assembling holes on the sides of the precast modular components where the above mentioned air spaces open; - line up the plurality of the precast modular components, according to the linear sequence, long at least, one longitude row, forming the first vertical/horizontal order of precast modular components;
- apply the cement mortar on stripes on the side of precast components of the first order, where the air spaces open, in the way not to close at least one part of air spaces and the assembling holes.;- line up where it is necessary the means of mechanical linking, that employ at least one of the assembling holes of each of joined components; -on the first vertical-horizontal order place the next vertical/horizontal order of modular components, spreading against the stripes of mortar cement, according to the ulterior sequence similar to the first one, or staggering the middle of precast modular component, in the way to straighten at least some of the air spaces of the components of the order with some of those components of the other order;
-and so on and so forth laying the next rows vertical/horizontal of the modular components up to form the desired structure vertical (wall) or horizontal, where the air spaces of modular components of different rows are adjusted between them and form the continuous air passages next to at least one external side of the structure.
According to the other way of carrying out the procedure using the invention consists of : -creating plurality of precast modular components, lining up one of their side in join in swallow tale mode where the two lateral prominences, male, swallow semi-tail represent two opposite inclined sides, that delimit the corresponding central female swallow tail hollow, and forming in every of the mentioned modular precast components air spaces, substantially parallel and close to the opposite side of the mentioned hollow; -form where it is necessary the assembling holes on the sides of mentioned components where the air spaces open.
- spread the plurality of these precast modular components, according to the first linear sequence , long at least two joined longitudes, joining two male prominences swallow semi-tailed of two precast modular components, being next to each other in the line to corresponding female hollow of the modular component of the other line, and vice versa, in the way to chain between them the elements of two lines, forming the first row vertical /horizontal of the precast components;
- apply the mortar cement in stripes on the side of the components of the first row where the air spaces open, in the way not to close at least one part of the air spaces or the assembling holes;- spread, where it is necessary, the mechanical tools which employ at least one of the assembling holes of each of two joined components; -lay on the first row vertical/horizontal the next vertical/horizontal row of the precast modular components, spreading it against the mortar stripe according to ulterior sequence , similar to the first one, or staggered to the middle of the precast cement modular component, in the way to adjust at least some of the air spaces of the components to some of those components of the other row;
-and so on and so forth placing the next layers vertical or horizontal of the components up to form the desired structure, where the air spaces of the modular components of different layers are adjusted between them and form the passages of air next to the external part of the structure. In the procedure, that is carried out, the mortar is applied on the precast modular components, using the slits mask, respectively using the nozzle of the plaster machine, in the way to obtain the stripes measuring of the mortar itself. In particular, to carry out a slab it is necessary to follow: to place next to the first component the other precast modular component, in the way to adjust at least some of the air spaces of components;
-and so on and so forth placing next to each other the following components, up to form the panel horizontal structure, where at least some of the air spaces of the modular components are adjusted between them and form the continuous air passages next to at least the one of external sides of the structure; -lay at least two metal traves to sustain the structure through the corresponding continuous passages of the pannel structure horizontal or similar, making it self-carried the panel-floor; to overlap the panel-floor with the isolating coat and metallic armour; -to strain and to spread the mantel cement, widening the armour, the isolating 5 coat with the floor-panel, in the way to create the structure of self-carried slab in one and the same body. On the other side, to build up the vertical wall it is necessary to follow the phases such as: overlap the first vertical layer with the next vertical layer of modular components, placing them against the stripes of mortar according to the ulterior sequence similar to the first one, in the way to line up at least some of the air spaces of the components of the layer with at least some of the components of the other layer;. And so ,on and so forth overlapping the following layers that are vertical of modular components up to form the structure of" a vertical wall, where at least some of the air spaces of the modular components of different layers are adjusted between themselves and form the continuous air passages next to at least one of the external side of the structure.;
-to provide for the base and the height of the vertical wall with the means of taken exit of surrounding air, opposite at least to respective air passage, forming corresponding air exchange, running vertically on the mentioned wall. On the attached drawings schematically shown the means for carrying out the procedure according to invention:
-pic.1 is the view on the plan of the precast modular component in perforated brick;
-pic.2 shows the cement base precast modular component according to invention.; -pic.3 shows the prospective mask according to the invention;
-pic.4 shows the transverse section, according to the line IV-IV of pic.3;
-pic.5 shows the elevation of measuring nozzle for applying the mortar according to invention;
-pic.6 shows the transverse section of IV-IV line of pic.5; -pic.7 shows the plan of the slits slab to apply to the above mentioned nozzle for measuring and forming the stripes of mortar;
-pic.δ is the elevated view of lateral side of the slab;
- pic.9 shows the pin according to invention; -pic.10 is the view of elevation of the pin;5 -pic.11 is the prospective view of the join according to invention; -pic.12 shows in elevation the air vent according to the invention;
- pic.13 is the prospective view, partial and schematic of the floor panel according to the invention. 10 Referring to pic.1 and 2 is shown the modular component in tile and concrete . each of the components carries two sides of the base and three lateral sides, that is the quarter of lateral side, opposed to one of the mentioned three sides of lateral level and from that male swallow semi-tail prominences jut out, that represent opposite inclined sides that delimit the corresponding central female swallow tail hollow, while its sides of the opposite base open the air spaces, substantially parallel and next to the external side of the hollow, and assembling holes. The particularity of the swallow tale method inside the brick that joins with the others two bricks adjusts the inclined sides of join to those connected determining the holding on the two orthogonal lines, making the bricks joined between the to become one and whole.. The other original characteristic up to now not known are the air spaces on the main part of the brick and they will be found on the whole length of internal and external building work, determining the channels suitable for electrical or plumbing works without necessity to break the breaks to install the tubes.
Being of dimensional geometry the brick can be cut divided or adjusted to the series of figures, special for carrying out of constructive typologies in the building works as doors passages or windows. These characteristics make it suitable for more than just traditional use in the concrete structures but making it the protagonist itself for simple building or reinforced including even the seismic zones. The simplicity of construction up to now not even thinkable, joined to modularity permits the noted reduction of the used materials, construction time and at the end the total cost of the construction. Uniting in the horizontal way bricks and metallic simple traves in the assembling holes of the external side, creates the self served floor panels, allowing the means of support much more simple and without thermal bridges. The concrete blocks are also of dimensional geometry. The difference of clay bricks is due to the employed materials.
Original characteristics are the air spaces of the constant thickness on the main side. Ref. to pic.3 and 4 the mask for application of mortar is shown according to present invention. Mentioned mask includes the sheet slits and fixed wings of stretched assembling , parallel to slits on its inferior side in the way that the mentioned mask overlaps the work and maintains using the wings, compared to the sides of plurality of mentioned components, arranged in linear sequence, long at least one line longitude and through its slits mortar is applied in stripes on the sides of modular components, in the manner that it won't close at least partially the air spaces and respective assembling holes.
The mask used in the constructing business is a tool that the builder uses to build up something quick and easy , saving on mortar ad avoiding damaging thermal bridges.. The new of the tool is that being positioned on one of the bricks or blocks line it permits to place mortar in stripes longitudinally , distanced one from the other in the way that there's no transversal continuity to the building work, the cause of the condense that appear on the walls. The easiness of placing is due to the mask that determines automatically the thickness and the placement of stripe of union between the layers of bricks, permitting to save time of placing and the general reduction of mortar up to 80% The ulterior advantages of this method are those esthetical, the perfect lining of layers due to the constant thickness of mortar, the absence of waste materials and the cleaning of the working place.. The external stripes or line make easy the plaster.
The mask is made of metal or plastic blade with two handles, is about one meter long and one meter large related to the typology it applies. The thickness of blade corresponds to the sickness of the mortar which is being applied between two lines and of bricks or slabs, The blade in its lengths has a range of marks large appropriately for each type of brick or slab that permit to measure the exact mortar stripes. Pic.5 and 8 show the nozzle of measuring for applying mortar in stripes. This nozzle includes 'mouth' that permits to spread the stripe of mortar on the side of plurality of modular components, arranged in linear sequence, in the way not to close at least the part of respective air spaces and respective eventual assembling holes. Nozzle is fixed to the sheet of slits for the measuring and forming the stripes of mortar. Measuring nozzle for stripes and on the bricks and blocks on the cement base is slide that is fixed on the exit part of the tube of plaster, made in the way that mortar is measured in stripes. The nozzle is interchangeable and of different sizes, has to be suitable for different types o f bricks and slabs presented on the market and to different machinery that permit its use. The nozzle for measuring in stripes is of resistant material and is fixed at the launch of plaster machines. Requires the body in the shape of funnel with the section that passes from the diameter of attachment to the launch to the section of exit. Paired with the sheet of exit , sheet, interchangeable, fixed or recorded, covered in resistant material against mortar damage.
The new solution consists of a nozzle in rectangular form with the measuring sheet fixed with interchangeable or internal deflectors, to obtain the stripes measurement. Moreover, there are wings of centering of the sheet on the bricks or blocks. The constructive system of building process, the part of which is nozzle, permits the whole range of advantages both in technical and economic aspects. The main technical advantage is the absence of thermal bridges, as the mortar stripes are being measured by length of the bricks and so of the wall, there is no contact between them but the division by air stripes, which prevents the condensate and the humidity to pass through one and the other side of the wall.
The other advantage is the increase of isolating, the phono-absorbing with improvement of the applying of plaster to the wall, due to the space left in between one line and the other of the bricks. Then, there's economical advantage, the chance to save on the mortar up to the 80%, as using about the half of the thickness and diameter avoids wasting the material. There's also the reduction of placing time, as in the traditional method the placing is applied on one brick at a time, in the new method it could be applied on the line of the bricks. Ref. to the pic.9 and 10 we can see the pin of union, according to the invention, that is inserted with its extreme opposites, paired with form or force, in one of the assembling holes of each of two joined modular components , creating the mechanical link of mentioned components, Ref. to pic.11 we can see the join of union essentially 1H1 according to the invention, where it is inserted with its two wings, paired to form or/and force, in the assembling holes of joined modular, creating the mechanical link of the mentioned components.
The pin and the joins of the union were created to unite between them the two products. The products differ substantially only in the thickness of the walls and the seven unions due to the diversity of employed material. There have been used pin to insert in the holes when they small enough, joins when the holes are big. The pin are mostly parallelepiped shape, preferably with square a rectangular section, joins have the pieces in the shape of 'H' that are inserted into the sections. Both could be made of plastic or metal or any other material resistant enough for the use. Ref. to the pic.12 are shown air vents, according to the invention, e.g. grilled or air spaces. Air vent is the stripe of plastic, inserted on the external part of before placing of the first layer and after the placing the last layer of bricks or slabs, and permits the passage of the air into the spaces created in the brick. The characteristics of air vent is to have the range of holes that permit the passage of the air to create the effect of 'fireplace1, but that are small enough to prevent the wasps and other insects to nest inside. The pic.13 shows schematically a floor panel, obtained after some procedures as: place next to the first component another component in the way to line up at least some of the air spaces of the components , continue up to form the structure of horizontal panel where at least some air spaces are adjusted between them and form the continuous passages of the air next to one of the external side of the structure, place at least two section metal bar of the structural support through the corresponding continuous passages of the structure of the horizontal panel, making it to support itself. Then to proceed with the following - overlap the floor- panel with isolating material and metal armour, spread the cement coat , etc. (look page 5)

Claims

Claim
1. The procedure of the construction of the building, using the precast modular components, is characterised by phases : creating the plurality of precast modular components, composing on their side , joining in swallow tail way, where the two lateral prominences male swallow semi-tale, present two opposite inclined sides, that delimit the corresponding swallow tale central female hollow and forming in each of these components air rooms, substantially parallel and next to the opposite to the mentioned hollow side.10- forming where it is necessary the assembling holes on the sides of mentioned precast modular components, where open the air spaces.- create the plurality of mentioned components, according to the first linear sequence, long at least one longitude line, forming the first layer v/h of precast modular components; apply the stripes of mortar on the side of PMC of the mentioned layer where the air spaces open in the way not to close at least some part of the spaces and the assembling holes.; where it is necessary the means of mechanical link and that employ at least one of assembling hole of each of joined components, to the first v/h layer add next layer v/h of the mentioned components.
2.The construction procedure of building using the precast modular components, according to the claim is characterised by the following phases:
To create the plurality of precast modular components, forming their one side using the swallow tail method, where the two male lateral prominences, swallow semi-tail present two opposite inclined .sides, that delimit the central female swallow tail corresponding hollow and creating in every of components air spaces, substantially parallel and next to the opposite to the hollow side; - form where it is necessary, the assembling holes on the sides of the pmc where the air spaces open- place the plurality of mentioned pmc according to the first linear sequence, long at least two longitude lines joined, inserting two male swallow semi-tale prominences of two joined components in the same line of corresponding female swallow-tale hollow of the component in the other line and vice versa, in the way to chain between them the elements of two lines forming the first vertical/horizontal layer of pmc; apply on stripes the concrete mortar on the side of modular components of the first layer where the air spaces open, in the way not to close at least one part of air spaces and assembling holes; place where it is necessary the mechanical means for linkage, that employ at least one assembling hole of each of two components joined;- to place on the mentioned first v/h layer the next v/h layer of the mentioned pmc, placing it against the following stripes of mortar according to the ulterior sequence similar to the first one a staggered in the middle of pmc, in the way to line up at least some of the air spaces of the components of one layer with the components of the other layer; continue placing next layers vertical or horizontal up to form the desired element of the structure, where the air spaces of the components are of different layers are adjusted and lined between them and form the continuous passages of air next to the external sides of the structure.
3.The procedure according to claims 1 and2 characterised by the fact that concrete mortar is applied on the components using the slits mask, respectively using the measuring nozzle of the plaster machine in order to obtain the dose of mortar in stripes.
4.The procedure according to claims 1 and2 and/3 characterised by the fact that to carry out a slab it is necessary to follow: to place next to the first horizontal order another horizontal order of these modular precast components placing it against the following stripes of mortar according to the ulterior sequence similar to the first one in the way to line up at least some of the air spaces of the components of one layer with the components of the other layer; placing next horizontal layers of these modular components in order to form an horizontal or something similar panel structure where the air spaces of the components are of different layers are adjusted and lined between them and form the continuous passages of air next to the, at least one, external sides of the structure. lay at least two metal traves to sustain the structure through the corresponding continuous passages of the panel structure horizontal or similar, making itself-carried the panel-floor; to overlap the panel-floor with the isolating coat and metallic armour,- to strain and to spread the cement mantel, widening the armour, the isolating coat with the floor-panel, in the way to create the structure of self-carried slab in one and the same body.
δ.The procedure according to claims 1 and2 and/3 characterised by the fact that to build up the vertical wall or something similar it is necessary to follow the phases such as: overlap the first vertical layer with the next vertical layer of modular components, placing them against the stripes of mortar according to the ulterior sequence similar to the first one, in the way to line up at least some of the air spaces of the components of the layer with at least some of the components of the other layer;. And so on and so forth overlapping the following layers that are vertical of modular components up to form15 the structure of1 a vertical wall, where at least some of the air spaces of the modular components of different layers are adjusted between themselves and form the continuous air passages next to at least one of the external side of the structure.;- to provide for the base and the height of the vertical wall with the means of taken exit of surrounding air, opposite at least to respective air passage, forming corresponding air exchange, running vertically on the mentioned wall.
δ.Means to carry out the procedure of the construction of the building, using the precast modular components, according to one or more previous claims characterised by the fact that include the plurality of precast modular components, each of the components carries two opposite sides of the base and three lateral sides, and that is the fourth lateral side, opposed to one of the mentioned three sides of lateral level and from that 2 male swallow semi-tail prominences jut out, that represent15 opposite inclined sides that delimit the corresponding central female swallow tail hollow, while its sides of the opposite base open the air spaces, substantially parallel and next to the external side of the hollow, and assembling holes.
7.Means to carry out the procedure of the construction of the building, using the precast modular components, according to the third claim characterised by the fact that the mask for application of mortar cement include a mask with sheet slits and fixed wings of stretched assembling , parallel to slits on its inferior side in the way that the mentioned mask overlaps the work and maintains using the wings, compared to the sides of plurality of mentioned components, arranged in linear sequence, long at least one Iine25 longitude and through its slits mortar is applied in stripes on the sides of modular components, in the manner that it won't close at least partially the air spaces and respective assembling holes.
δ.Means to carry out the procedure of the construction of the building, using the precast modular components, according to the third claim characterised by the fact that include a nozzle of measuring 13 for applying mortar cement in stripes. This nozzle includes 'mouth' that permits to spread the stripe of mortar on the side of plurality of modular components, 20 arranged in linear sequence, in the way not to close at least the part of respective air spaces and respective eventual assembling holes.
9. Means to carry out the procedure of the construction of the building, using the precast modular components, according to the 8th claim characterised by the fact that the nozzle of measuring has got a shape of funnel with the section that passes from the diameter of attachment to the launch to the section of exit. Paired with the sheet of exit , sheet 14, interchangeable, fixed or recorded, covered in resistant material against mortar abrasion.
lO.Means to carry out the procedure of the construction of the building, using the precast modular components, according to the 9th claim characterised by the fact that the shape of the nozzle is rectangular form with the measuring sheet fixed with interchangeable or internal deflectors, to obtain the stripes measurement.
11.Means to carry out the procedure of the construction of the building, using the precast modular components, according to the 9th claim characterised by the fact that paired with the exit plate of the nozzle and/or metering plate there are wings of centering of the sheet on the bricks or blocks.
12.Means to carry out the procedure of the construction of the building, using the precast modular components, according to the 1st, 2nd,3rd, 4th, 5th claims characterised by the fact that include at least an union pin which is inserted with its opposite extremities, paired with form or force, in one of the assembling holes of each of two joined modular components , creating the mechanical link of mentioned components,
13.Means to carry out the procedure of the construction of the building, using the precast modular components, according to the 1st, 2"",3^, 4th, 5th claims characterised by the fact that include at least an union pin essentially as an 'H' according to the invention, where it is inserted with its two wings, paired to form or/and force, in the assembling holes of joined modulars, creating the mechanical link of the mentioned components.
14.Means to carry out the procedure of the construction of the building, using the precast modular components, according to the 1st, 2nd,3rd, 4th, 5th claims that include air vents, e.g. grilled or air spaces inserted on the external vertical in order to permit the passage of the air.
PCT/IT2008/000614 2008-09-25 2008-09-25 Building construction process by means of prefabricated modular components and accessories for its execution WO2010035293A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PCT/IT2008/000614 WO2010035293A1 (en) 2008-09-25 2008-09-25 Building construction process by means of prefabricated modular components and accessories for its execution
EP08876056A EP2342392A1 (en) 2008-09-25 2008-09-25 Building construction process by means of prefabricated modular components and accessories for its execution

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/IT2008/000614 WO2010035293A1 (en) 2008-09-25 2008-09-25 Building construction process by means of prefabricated modular components and accessories for its execution

Publications (1)

Publication Number Publication Date
WO2010035293A1 true WO2010035293A1 (en) 2010-04-01

Family

ID=40790908

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IT2008/000614 WO2010035293A1 (en) 2008-09-25 2008-09-25 Building construction process by means of prefabricated modular components and accessories for its execution

Country Status (2)

Country Link
EP (1) EP2342392A1 (en)
WO (1) WO2010035293A1 (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR574488A (en) * 1923-12-10 1924-07-11 Construction rubble device
CH199988A (en) * 1937-09-10 1938-09-30 Oschwald Hoefliger S Building block.
FR1044160A (en) * 1951-10-25 1953-11-16 Agglomerates
US2884780A (en) * 1953-09-22 1959-05-05 Ramirez Tomas Chavez Wall of interlocked blocks
FR2495663A1 (en) * 1980-12-09 1982-06-11 Guillot Roger Building block positioning clip - includes resilient lips which force edges of adjacent blocks against one another
DE3227367A1 (en) * 1982-07-22 1984-01-26 Oswald 3301 Groß Schwülper Huth Ventilation cover for the cladding of dwellings
DE29516065U1 (en) * 1995-10-06 1995-12-07 Sauer, Georg, 69126 Heidelberg Molded block for the construction industry, with conical perforations on the top and bottom for separate tenons
DE29608631U1 (en) * 1996-01-26 1996-07-18 Tubag Trass-, Zement- und Steinwerke GmbH, 56642 Kruft Device for applying thin bed mortar

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR574488A (en) * 1923-12-10 1924-07-11 Construction rubble device
CH199988A (en) * 1937-09-10 1938-09-30 Oschwald Hoefliger S Building block.
FR1044160A (en) * 1951-10-25 1953-11-16 Agglomerates
US2884780A (en) * 1953-09-22 1959-05-05 Ramirez Tomas Chavez Wall of interlocked blocks
FR2495663A1 (en) * 1980-12-09 1982-06-11 Guillot Roger Building block positioning clip - includes resilient lips which force edges of adjacent blocks against one another
DE3227367A1 (en) * 1982-07-22 1984-01-26 Oswald 3301 Groß Schwülper Huth Ventilation cover for the cladding of dwellings
DE29516065U1 (en) * 1995-10-06 1995-12-07 Sauer, Georg, 69126 Heidelberg Molded block for the construction industry, with conical perforations on the top and bottom for separate tenons
DE29608631U1 (en) * 1996-01-26 1996-07-18 Tubag Trass-, Zement- und Steinwerke GmbH, 56642 Kruft Device for applying thin bed mortar

Also Published As

Publication number Publication date
EP2342392A1 (en) 2011-07-13

Similar Documents

Publication Publication Date Title
CA2683326C (en) Reinforcing spacer device
AU2015203890B2 (en) An interlocking masonry block
AP1026A (en) Precast concrete panels for construction of a building.
US4864792A (en) Prefabricated modules, and the use thereof in the building industry
RU2136821C1 (en) Wall structure of expanded material and concrete, method and device for its manufacture
US20090113835A1 (en) Interlocking Masonry Blocks
EP1214483B2 (en) Hollow-core slab for forming a floor field in which ducts can be incorporated, and method for forming a floor field with ducts using such hollow-core slabs
WO2014019015A1 (en) Improved mesh, mesh panels, composite building elements and method of reinforcing and articles reinforced by the method, duct and riser walls and methods for their construction
WO2020214086A1 (en) Precast building
WO2010035293A1 (en) Building construction process by means of prefabricated modular components and accessories for its execution
US20050257466A1 (en) Building material
IT9083624A1 (en) MODULAR ELEMENT OF EXPANDED SYNTHETIC MATERIAL PRE-COATED WITH A LAYER OF MIXABLE COAT AFTER LAYING WITH THE COATING LAYER OF THE ADJACENT ELEMENTS, PROCEDURE TO FORM THIS COATING AND METHOD OF ERECTION
CN110945193A (en) Interlocking building block
KR20130088448A (en) Wall having the pre-assembling steel frame and method for constructing the wall
EP1669503A1 (en) Building construction method and modular shuttering method
ITBZ20110043A1 (en) DRILLED BLOCK IN RAW CLAY OR COOKED FOR BUILDING OR FOR LUDIC CONSTRUCTIONS
ITVE20090027A1 (en) PANEL IN LOW DENSITY POLYMER MATERIAL SELF-SUPPORTING FOR THE CONSTRUCTION OF WALLS AND ITS PROCEDURE.
RU2289660C2 (en) Block, methods for block production and wall erection of the blocks
CN110820992B (en) Masonry infilled wall reinforced constructional column and construction method thereof
CN210002618U (en) cracking-proof plastering-free batten wall
JPH07217020A (en) Joining structure of precast wall type reinforced concrete wall
KR20230070780A (en) rod forming line between block and block
CN106193388A (en) The building template that need not dismantle
CZ532390A3 (en) Basic building element
KR930003437B1 (en) Assembling block

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 08876056

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

WWE Wipo information: entry into national phase

Ref document number: 2008876056

Country of ref document: EP