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US20090277103A1 - Building, in particular a dwelling, and method of erecting it - Google Patents

Building, in particular a dwelling, and method of erecting it Download PDF

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Publication number
US20090277103A1
US20090277103A1 US12/310,943 US31094307A US2009277103A1 US 20090277103 A1 US20090277103 A1 US 20090277103A1 US 31094307 A US31094307 A US 31094307A US 2009277103 A1 US2009277103 A1 US 2009277103A1
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US
United States
Prior art keywords
column
gable
frame
facade
columns
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
US12/310,943
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English (en)
Inventor
Jean-Francois De Jaham
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SIMPEX ANTILLES Sarl
Original Assignee
SIMPEX ANTILLES Sarl
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 SIMPEX ANTILLES Sarl filed Critical SIMPEX ANTILLES Sarl
Assigned to SIMPEX ANTILLES S.A.R.L. reassignment SIMPEX ANTILLES S.A.R.L. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: DE JAHAM, JEAN-FRANCOIS
Publication of US20090277103A1 publication Critical patent/US20090277103A1/en
Abandoned legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/268—Connection to foundations

Definitions

  • the present invention relates to a building, in particular for use as a private home or office. It also relates to a method of assembly.
  • the invention concerns in particular buildings in the category of lightweight homes permitting a simplified and rapid construction.
  • the invention preferably concerns those buildings with a basic structure mainly constructed of wood but they can also be constructed of metal beams.
  • the bracing of the structure and consequently the resistance to harsh weather conditions is also a problem for these lightweight homes. To this effect, it is quite often necessary to initially put together the four walls and then the roof so that the structure is self-stable and correctly braced.
  • the weight of the roof frame and the roof is distributed over all the walls.
  • the solidarity of the structure essentially depends therefore on the quality of the liaison between the walls and the ground, between the walls themselves and on the liaison between the walls and the various elements making up the roof frame and the roof.
  • the roof and its framework are primarily affected and in particular the joints with the walls with, in extreme cases, a roof being blown apart from the walls.
  • the walls which are primarily required to further support the weight of the roof with a risk therefore of a roof crushing the walls when their bracing will be no longer adequate.
  • the present invention proposes a solution to all of these problems through means of a structure which is assembled from easily transportable modular elements and through means of a system of assembly which permits the erection of a self-supporting structure, braced and moreover rendering the structure of the walls completely connected to those of the roof frame and therefore the roof.
  • This structure thus assembled, fixed to the ground, receives in a second stage, prefabricated cladding panels providing the acoustic and thermal insulation necessary for the building.
  • the invention ensures that a bracing of all the elements constituting the structure of the walls is connected to those of the roof frame.
  • the rigidity thus conferred to the whole building comes closer to that which is obtained in the case of a traditional home.
  • the building in the invention uses primarily columns, facade and gable frames, purlins, rafters and, preferably fixing wall and/or column shoes to solve this problem.
  • the simple and efficient bracing is obtained by placing the rafters and or the purlins above the columns, between the frames which are themselves fixed to the columns.
  • the object of the invention is therefore a building with, in preference over a floor, walls comprising of one or several frames linked on both sides to columns and a roof formed by a structure comprising one or several purlins and or rafters, characterised in that one purlin and or one rafter sits respectively on one column and are held in place laterally between two vertical members, fixed on the column and each belonging to a frame.
  • the object of the invention is also a method of assembling a building with, in preference over a floor, walls comprising of one or several frames linked on both sides to columns and a roof formed by a structure comprising one or several purlins and or rafters, characterised in that, in this order:
  • FIG. 1 represents a general view of the building in the invention.
  • FIG. 2 represents a gable view of the structure in the invention having a ridge purlin.
  • FIGS. 3 and 4 represent respectively in profile and in cross-section views of the process of assembling the frames and columns using nuts and threaded rods.
  • FIG. 1 represents a building according to the invention.
  • This building comprises columns 1 between which sit the facade frames 2 .
  • Rafters 3 suspended from a ridge 4 purlin are placed on the columns 1 .
  • a facade frame 2 comprises a lower 5 member, an upper 6 member and, possibly, intermediate cross beams 7 . These intermediate cross beams 7 are placed at regular intervals between each of the two vertical 8 members of the facade 2 frame. The fixing of the cross beams 7 onto the vertical members is done, for example, using the tenon and mortise technique.
  • the cross beams 7 are designed to rigidify and to brace the facade 2 frames as well as the frames on the gable of the building.
  • a rafter 3 is fixed according to various techniques: on the ridge 4 purlin, or directly through a socket joint or lying on a sag bar 4 . 1 or connected in a metallic fitting fixed and screwed against the ridge 4 purlin.
  • This rafter end fixed on to the ridge 4 purlin is bevelled in order to give the rafters 3 the same slope as the roof.
  • a summit 9 of a column 1 receiving the second end of the rafter 3 will also be bevelled in order that the underside of the rafter 3 rests on its summit 9 while giving it the desired roof slope.
  • the beveling of the summit 9 of a facade column can also be done in advance in the workshop, based on the slope of the roof covering.
  • a facade frame 2 is fixed, along its two vertical 8 members, between two facade columns.
  • the width (lp) corresponding with the column 1 section according to a parallel axe of the rafter and perpendicular to the ridge purlin corresponds, according to the same axe, to the width (lc) corresponding with a vertical member of the facade 2 frame.
  • this vertical 8 member of the column 2 can have a width greater to that (lp) of the column.
  • a column 1 being set on the ground, is preferably kept firmly in place using a shoe 10 , for example metallic, itself solidly set in the ground or in the floor of the building. This makes it easy to erect each column 1 before these are themselves fixed to a frame 2 .
  • a fixing 10 shoe also prevents direct contact between the column and the ground and consequently prevents damp from rising.
  • the facade frames 2 as well as the gable frames 12 do not sit directly on the ground but on a piece 11 of wood sandwiched equally between two facade 1 columns or between two gable 14 columns.
  • This piece 11 has a thickness (e) noticeably equal to that of the fixing shoe 10 of a column and is, in the same way, set and screwed into the ground.
  • the width of this piece 11 is noticeably identical to that of the columns 1 and 14 .
  • This piece 11 also serves to prevent rising damp in the structure of the facade frame 2 in particular through its lower member but also to absorb, in part, any eventual ground constraints.
  • Each rafter 3 is supported by a column 1 , a vertical 8 member of a facade 2 frame is fixed along the lateral part of this same column 1 .
  • a vertical 8 member of a second facade 2 frame is fixed on the second lateral part of the column 1 opposite to the first and also parallel to the longitudinal axe of the rafter 3 .
  • the respective surfaces 6 . 1 and 8 . 1 of the upperside of the upper 6 member and the upperside of the vertical 8 member of each frame is therefore flush with the upperside of 3 . 1 of the rafter.
  • the rafter 3 is therefore held laterally between the two members 8 .
  • FIG. 2 shows the summit of a gable of the building in the invention.
  • two gable 12 frames have one of their members fixed respectively on one of the two faces of a central 13 column on which the ridge 4 purlin is sitting. The plane of these faces is angled in accordance with the longitudinal axe of the ridge purlin.
  • the second vertical ( 8 ) member of each of the two gable ( 12 ) frames is fixed respectively on a gable 14 column.
  • the upper 15 member of each of the two gable 12 frames follows a slope identical to that of the roof structure.
  • This member presents a surface defined by its length and its width facing towards the ground and a surface according to its length and its thickness parallel to the gable.
  • the width (lm) of this member 15 is identical to the width (lc) of a gable frame 12 vertical 8 member and in preference to the width of the surface of the gable 14 column perpendicular to the gable surface.
  • this upper end of a gable frame 12 could not come to an end at the summit of the ridge purlin but, for example, at two thirds of the way in order to leave sufficient room for the thickness of prefabricated panels used for the final roof covering.
  • This space can also make it possible to place an additional rafter 3 covering the whole upperside of a gable, that is the upperside of the upper 15 members of the frames as well as the upperside of the gable columns 14 . This additional rafter thus increases the rigidity of the gable.
  • the width of the central 13 column in the gable surface is identical to the thickness (e) of the ridge 4 purlin.
  • a width (lc) of a gable frame vertical 8 member can be smaller than the width of a gable 14 column, width situated in a surface perpendicular to the gable surface and on which the gable 12 frame is fixed.
  • a space corresponding to the thickness of a possible cladding panel for gable frames can be left thus leaving visible, once in place, the width of a gable 14 column in the surface of the gable, like half-timbering on the gable.
  • the surface of the cladding panel is noticeably flush to the visible surface of the column 14 on the external gable face of the building.
  • the surfaces respectively corresponding to the upperside of an upper 15 member and the vertical 8 member of the gable frame 12 , the upperside 3 . 1 of a rafter 3 and the summit 14 . 1 of a gable column 14 are flush and sloped according to the slope of the roof.
  • the prefabricated panels are fixed, for example screwed from above or fixed with fixing brackets from underneath, on the rafters 3 and other upper 6 and 15 members respectively of the frame 2 and 12 in order to form the roof.
  • the gable and facade frames are pre-assembled and include two vertical members 8 , a lower horizontal 5 member and an upper member 6 , 15 .
  • Horizontal cross beams 7 are assembled between the two vertical 8 members. These cross beams 7 are designed to improve the rigidity of the frame.
  • the columns 1 , 13 and 14 are designed to transfer the entire weight of the roof to the ground, this, bearing the weight of the purlins 4 , the rafters 3 or other carrying elements forming the roof frame.
  • the structure of the building does not require foundations.
  • the columns are firstly erected and then fixed to metallic shoes 10 , themselves solidly fastened in the ground or the floor.
  • These columns 1 , 13 and 14 are, initially, by means of the shoes 10 , easily erected around the periphery of the building according to, in one simplified example, two gables and two facades. It is nonetheless possible to design buildings which include more than two gables or facades.
  • the positioning of a column in relation to another takes into account both the desired distance between two rafters 3 concerning the columns 1 on a facade, or the distance between two purlins 4 for the columns 14 on a gable as well as the size of the frames 2 and 12 positioned respectively between two columns 1 and two columns 14 .
  • the size of the frames 2 and 12 depends on the rigidity desired depending on the section of their vertical 8 and horizontal 5 members, and their possible cross beams 7 . They also depend on the desired dimensions of the openings on the inside of these same frames 2 and 12 for positioning doors and windows.
  • the two gable 12 frames surrounding the ridge 4 purlin are thus connected to each other and to the column 13 of the central gable.
  • a second gable 12 frame is also fixed on each side of the two sections of the roof between the second and third gable 14 column which also has an upper 6 member aligned with the slope of the first gable frame.
  • the second gable 14 column and all the following ones have their upper surface 14 . 1 bevelled and angled according to the slope of the roof.
  • the intermediary 4 purlins can be positioned between the ridge 4 purlin and a facade in order to provide support for the longest rafters 3 and thus avoid a buckling effect on the slope of the roof.
  • each intermediary 4 purlin is placed on a non-bevelled gable column 14 .
  • the summit of the intermediate purlin is therefore bevelled according to the slope of the roof.
  • high, low and intermediate cross beams are positioned between the two vertical 8 members of a frame 2 and 12 so that once the structure of the facades and gables is in place, one or several transversal lines noticeably form at a same height around the periphery of the building.
  • a line can be broken by the presence of a door or window type opening.
  • the structure of the building thus designed provides a structure which is self-supporting and self-bracing conferring a high degree of rigidity to the assembled structure.
  • the frames 2 and 12 are easily erected by setting them on their base on the ground thus permitting their easy handling and simplified positioning when they are fixed along the columns of the building's construction.
  • cladding is applied to the walls of the building depending on the desired character of the building. This cladding is placed on the various frames and is screwed into both the profile of the four members and the cross beams.
  • the structure being self-supporting, the cladding composed of prefabricated panels does not bear the weight of the roof frame and the roof.
  • the panels being prefabricated according to their dimensions sometimes require additional calpinage.
  • These panels are of a sandwich structure having a first hardboard layer approximately 13 mm followed by an insulator such as polyurethane or polystyrene or rockwool which provide thermal and sound insulation.
  • a third layer also of approximately 13 mm also composed of hardboard closes this same panel.
  • the roof frame can also have a traditional tile or slate calpinage.
  • the cross beams are in preference positioned at identical distances.
  • the fixing of the four members forming a frame 2 and 12 as well as the possible fixing of cross beams on the two vertical 8 members can be done in a traditional manner with, for example, screws but also, and in preference, by tenon and mortise.
  • FIGS. 3 and 4 show a method of assembly used for linking the vertical members of the frames to the columns as well as to the rafters 3 and purlins 4 .
  • Threaded rods 16 with bolt heads are used for this with a section, indicative, of approximately 8 to 12 mm.
  • the bolt heads being possibly round or square, screwed on both sides of the parts being assembled, the associated rods 16 going through each of the same parts.
  • a first rod 16 goes through the vertical 8 member of this same facade frame, the rafter 3 sitting on the column 1 receiving the frame 2 and finally the second vertical 8 member of a second facade frame 2 placed on the other side of the column 1 and the rafter 3 .
  • the structure of the roof frame is thus completely connected to the structure of the walls of the building faced with both vertical constraints, for example a very high wind presenting the risk of a roof being torn off, and horizontal constraints, for example the effects of soil shear.
  • the method of fixing is the same for the rods 16 placed below the first rod with the exception that they do not go through the rafter 3 supported on the column.
  • the space between two bolt heads along a vertical 8 member is approximately 20 to 30 cm.
  • the member 8 is bevelled to prevent the bolt head from sitting proud of the surface of this same member 8 .
  • a bolt fixed on a corner column that is at the joint between a facade and a gable, also has two bevels in its thickness for receiving the rod 16 bolt heads enabling the vertical 8 member to be fixed to a facade frame 2 on one side and this to a gable frame 12 on the other.
  • FIG. 4 shows the profile 17 of cladding applied both on the surfaces of the columns on the facade side and gable side as well as on the facade and gable frames.
  • This cladding is for example fixed by means of screws through the columns 1 , 13 and 14 and vertical 8 members of the frames.
  • This cladding consists of hardboard panels or sandwich type panels as previously described. These panels allowing the application all over the walls of the building of coverings such as, for example, render or paint.
  • the floor of the building consists of a covering fixed to the ground, for example a tiled floor or a wooden parquet floor.
  • Door and window frames are positioned directly between the vertical 8 members cutting out the cross beams 7 .
  • the material used for the construction of frames, purlins and rafters is wood with exotic varieties such as teak, jatoba and takamaka or pine varieties such as treated class 4 Austin pine.
  • these elements can be made from metal elements such as interlocking tubes connected, for example with screws and nuts.
  • the placing of the first columns 1 and or 14 and respectively the first frames 2 and or 12 are done at an angle of the building for better stability and from the shortest frames towards the highest to simplify the placing and fixing of these.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Joining Of Building Structures In Genera (AREA)
US12/310,943 2006-09-13 2007-09-12 Building, in particular a dwelling, and method of erecting it Abandoned US20090277103A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR0653715 2006-09-13
FR0653715A FR2905710A1 (fr) 2006-09-13 2006-09-13 Edifice et procede de montage, notamment d'habitation
PCT/FR2007/051915 WO2008031989A2 (fr) 2006-09-13 2007-09-12 Edifice, notamment d ' habitation compose des cadres et poteaux et procede de son montage1

Publications (1)

Publication Number Publication Date
US20090277103A1 true US20090277103A1 (en) 2009-11-12

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Application Number Title Priority Date Filing Date
US12/310,943 Abandoned US20090277103A1 (en) 2006-09-13 2007-09-12 Building, in particular a dwelling, and method of erecting it

Country Status (5)

Country Link
US (1) US20090277103A1 (fr)
EP (1) EP2061936B1 (fr)
CA (1) CA2663156A1 (fr)
FR (1) FR2905710A1 (fr)
WO (1) WO2008031989A2 (fr)

Cited By (20)

* Cited by examiner, † Cited by third party
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US20120274194A1 (en) * 2011-04-28 2012-11-01 Hon Hai Precision Industry Co., Ltd. Enclosure assembly
US20140084132A1 (en) * 2012-09-25 2014-03-27 Romeo Ilarian Ciuperca Composite insulated plywood, insulated plywood concrete form and method of curing concrete using same
US9114549B2 (en) 2012-09-25 2015-08-25 Romeo Ilarian Ciuperca Concrete runways, roads, highways and slabs on grade and methods of making same
US9115503B2 (en) 2011-09-28 2015-08-25 Romeo Ilarian Ciuperca Insulated concrete form and method of using same
US9145695B2 (en) 2010-04-02 2015-09-29 Romeo Ilarian Ciuperca Composite insulated concrete form and method of using same
US9181699B2 (en) 2011-09-28 2015-11-10 Romeo Ilarian Ciuperca Precast concrete structures, precast tilt-up concrete structures and methods of making same
US9366023B2 (en) 2014-03-28 2016-06-14 Romeo Ilarian Ciuperca Insulated reinforced foam sheathing, reinforced vapor permeable air barrier foam panel and method of making and using same
US9410321B2 (en) 2013-03-15 2016-08-09 Romeo Ilarian Ciuperca High performance, reinforced insulated precast concrete and tilt-up concrete structures and methods of making same
US9505657B2 (en) 2011-11-11 2016-11-29 Romeo Ilarian Ciuperca Method of accelerating curing and improving the physical properties of pozzolanic and cementitious-based material
US9574341B2 (en) 2014-09-09 2017-02-21 Romeo Ilarian Ciuperca Insulated reinforced foam sheathing, reinforced elastomeric vapor permeable air barrier foam panel and method of making and using same
US9776920B2 (en) 2013-09-09 2017-10-03 Romeo Ilarian Ciuperca Insulated concrete slip form and method of accelerating concrete curing using same
US9809981B2 (en) 2012-09-25 2017-11-07 Romeo Ilarian Ciuperca High performance, lightweight precast composite insulated concrete panels and high energy-efficient structures and methods of making same
US9862118B2 (en) 2013-09-09 2018-01-09 Romeo Ilarian Ciuperca Insulated flying table concrete form, electrically heated flying table concrete form and method of accelerating concrete curing using same
US9955528B2 (en) 2012-09-25 2018-04-24 Romeo Ilarian Ciuperca Apparatus for electronic temperature controlled curing of concrete
US10065339B2 (en) 2013-05-13 2018-09-04 Romeo Ilarian Ciuperca Removable composite insulated concrete form, insulated precast concrete table and method of accelerating concrete curing using same
US10220542B2 (en) 2013-05-13 2019-03-05 Romeo Ilarian Ciuperca Insulated concrete battery mold, insulated passive concrete curing system, accelerated concrete curing apparatus and method of using same
US10280622B2 (en) 2016-01-31 2019-05-07 Romeo Ilarian Ciuperca Self-annealing concrete forms and method of making and using same
US10640425B2 (en) 1996-01-19 2020-05-05 Romeo Ilarian Ciuperca Method for predetermined temperature profile controlled concrete curing container and apparatus for same
WO2020190336A1 (fr) * 2019-03-20 2020-09-24 Kps Global Llc Panneau isolé structurellement renforcé
USD925775S1 (en) * 2020-09-13 2021-07-20 Thomsa G. Frein Framing assembly

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US2010874A (en) * 1933-04-11 1935-08-13 Charles B Matheny Knockdown building
US3206903A (en) * 1960-10-13 1965-09-21 William G Johnson House framing
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US2010874A (en) * 1933-04-11 1935-08-13 Charles B Matheny Knockdown building
US3206903A (en) * 1960-10-13 1965-09-21 William G Johnson House framing
US3999338A (en) * 1975-09-18 1976-12-28 Hill-Behan Lumber Company Roof framework employing slotted gable construction
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US10640425B2 (en) 1996-01-19 2020-05-05 Romeo Ilarian Ciuperca Method for predetermined temperature profile controlled concrete curing container and apparatus for same
US9145695B2 (en) 2010-04-02 2015-09-29 Romeo Ilarian Ciuperca Composite insulated concrete form and method of using same
US20120274194A1 (en) * 2011-04-28 2012-11-01 Hon Hai Precision Industry Co., Ltd. Enclosure assembly
US9181699B2 (en) 2011-09-28 2015-11-10 Romeo Ilarian Ciuperca Precast concrete structures, precast tilt-up concrete structures and methods of making same
US9982445B2 (en) 2011-09-28 2018-05-29 Romeo Ilarian Ciuperca Insulated concrete form and method of using same
US9624679B2 (en) 2011-09-28 2017-04-18 Romeo Ilarian Ciuperca Anchor member for insulated concrete form
US9115503B2 (en) 2011-09-28 2015-08-25 Romeo Ilarian Ciuperca Insulated concrete form and method of using same
US9505657B2 (en) 2011-11-11 2016-11-29 Romeo Ilarian Ciuperca Method of accelerating curing and improving the physical properties of pozzolanic and cementitious-based material
US9955528B2 (en) 2012-09-25 2018-04-24 Romeo Ilarian Ciuperca Apparatus for electronic temperature controlled curing of concrete
US10385576B2 (en) 2012-09-25 2019-08-20 Romeo Ilarian Ciuperca Composite insulated plywood, insulated plywood concrete form and method of curing concrete using same
US10071503B2 (en) 2012-09-25 2018-09-11 Romeo Ilarian Ciuperca Concrete runways, roads, highways and slabs on grade and methods of making same
US9458637B2 (en) * 2012-09-25 2016-10-04 Romeo Ilarian Ciuperca Composite insulated plywood, insulated plywood concrete form and method of curing concrete using same
US9114549B2 (en) 2012-09-25 2015-08-25 Romeo Ilarian Ciuperca Concrete runways, roads, highways and slabs on grade and methods of making same
US9809981B2 (en) 2012-09-25 2017-11-07 Romeo Ilarian Ciuperca High performance, lightweight precast composite insulated concrete panels and high energy-efficient structures and methods of making same
US20140084132A1 (en) * 2012-09-25 2014-03-27 Romeo Ilarian Ciuperca Composite insulated plywood, insulated plywood concrete form and method of curing concrete using same
US9982433B2 (en) 2013-03-15 2018-05-29 Romeo Ilarian Ciuperca High performance, reinforced insulated precast concrete and tilt-up concrete structures and methods of making same
US9410321B2 (en) 2013-03-15 2016-08-09 Romeo Ilarian Ciuperca High performance, reinforced insulated precast concrete and tilt-up concrete structures and methods of making same
US10443238B2 (en) 2013-03-15 2019-10-15 Romeo Ilarian Ciuperca High performance, reinforced insulated precast concrete and tilt-up concrete structures and methods of making same
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US10744674B2 (en) 2013-05-13 2020-08-18 Romeo Ilarian Ciuperca Removable composite insulated concrete form, insulated precast concrete table and method of accelerating concrete curing using same
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US9862118B2 (en) 2013-09-09 2018-01-09 Romeo Ilarian Ciuperca Insulated flying table concrete form, electrically heated flying table concrete form and method of accelerating concrete curing using same
US10487520B2 (en) * 2013-09-09 2019-11-26 Romeo Ilarian Ciuperca Insulated concrete slip form and method of accelerating concrete curing using same
US9776920B2 (en) 2013-09-09 2017-10-03 Romeo Ilarian Ciuperca Insulated concrete slip form and method of accelerating concrete curing using same
US9366023B2 (en) 2014-03-28 2016-06-14 Romeo Ilarian Ciuperca Insulated reinforced foam sheathing, reinforced vapor permeable air barrier foam panel and method of making and using same
US9574341B2 (en) 2014-09-09 2017-02-21 Romeo Ilarian Ciuperca Insulated reinforced foam sheathing, reinforced elastomeric vapor permeable air barrier foam panel and method of making and using same
US10280622B2 (en) 2016-01-31 2019-05-07 Romeo Ilarian Ciuperca Self-annealing concrete forms and method of making and using same
US11536040B2 (en) 2016-01-31 2022-12-27 Romeo Ilarian Ciuperca Self-annealing concrete, self-annealing concrete forms, temperature monitoring system for self-annealing concrete forms and method of making and using same
WO2020190336A1 (fr) * 2019-03-20 2020-09-24 Kps Global Llc Panneau isolé structurellement renforcé
USD925775S1 (en) * 2020-09-13 2021-07-20 Thomsa G. Frein Framing assembly

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FR2905710A1 (fr) 2008-03-14
WO2008031989A3 (fr) 2008-05-08
CA2663156A1 (fr) 2008-03-20
EP2061936B1 (fr) 2013-07-17
WO2008031989A2 (fr) 2008-03-20
EP2061936A2 (fr) 2009-05-27

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