FR2545126A1 - Panel for a lightweight wall - Google Patents

Panel for a lightweight wall Download PDF

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Publication number
FR2545126A1
FR2545126A1 FR8406832A FR8406832A FR2545126A1 FR 2545126 A1 FR2545126 A1 FR 2545126A1 FR 8406832 A FR8406832 A FR 8406832A FR 8406832 A FR8406832 A FR 8406832A FR 2545126 A1 FR2545126 A1 FR 2545126A1
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France
Prior art keywords
concrete
panels
panel
anchoring
plates
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FR8406832A
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French (fr)
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Individual
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Priority to FR8406832A priority Critical patent/FR2545126A1/en
Publication of FR2545126A1 publication Critical patent/FR2545126A1/en
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    • 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
    • E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
    • E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • E04C2/2885—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material with the insulating material being completely surrounded by, or embedded in, a stone-like material, e.g. the insulating material being discontinuous
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E04C2002/045—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete with two parallel leaves connected by tie anchors
    • E04C2002/048—Bent wire anchors

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

The present invention relates to a system of panels 1 made from expanded polystyrene foam or any other similar material, which comprise, in an equidistant manner, small built-in concrete elements 3 which pass through the panel in the direction of its shortest dimension. These small elements 3 house, in their internal part, a staple-shaped steel pin which holds the vertical steel bar 4, which bar protrudes past the upper and lower parts of the panel so that, in the upper part, it is possible to place a concrete element (tie) 9 joining in this way a plurality of panels and that, in the lower part, the steel bar (concrete reinforcement bar) which protrudes past the panel may be inserted into the anchoring pocket 8 or into the support element. Once these operations have been carried out, the horizontal steel and a metal mesh are installed, which mesh will prevent cracking of the concrete which will have to be applied in a manual or mechanical manner to the panels already placed in their final position.

Description

DESCRIPTION
La présente invention est composée de panneaux en poly@tyrène expansé, polyurét@ne ou en tout autre matériel similaire, traversés dans leur dinension la plus courte par de petits éléments en béton, en forte de cylindres lesquels logent dans leur partie interne un axe-tenon en acier en forse d'agrafe, placés de manière équidistante dans les deux sens par rapport aux deux dimensions les plus grandes desdits panneaux.DESCRIPTION
The present invention is composed of panels made of expanded poly @ tyrene, polyurethane or any other similar material, crossed in their shortest dimension by small concrete elements, in the form of cylinders which house in their internal part an axis- staple-shaped steel post, placed equidistant in both directions with respect to the two largest dimensions of said panels.

Ces axes-tenons dépassent des grandes faces des panneaux, de telle sorte qu'ils permettent qu'on y fixe les barres en acier (fer 8 béton) verticales et horizontales et qu'il se forne ainsi une réticule dans l'espace. Cette réticule tridimensionnelle en acier arie structurelle- ment le béton qui est appliqué sur les deux faces des panneaux formera deux plaques structurelles de peu d'épaisseur, unies entre elles par les cylindres compacts en béton lesquels sont une reiarquable nouveanté de l'invention. Lesdits cylindres on béton vont également servir de.These tenon pins protrude from the large faces of the panels, so that they allow the vertical and horizontal steel bars (iron 8 concrete) to be fixed therein and a reticle is thus formed in space. This three-dimensional steel reticle structurally arie concrete the which is applied on the two faces of the panels will form two structural plates of little thickness, joined together by the compact concrete cylinders which are a requerable new feature of the invention. Said concrete cylinders will also serve as.

tenseurs du béton et feront que ces plaques travaillent ensemble en formant un " couple rigide " Ces deux plaques en béton ariS inté- grées avec les panneaux forment les surs1 lesquels sont aptes à recevoir les chargés des dalles qui s'appuyeront sur les surs. Ces dalles pourront être préfabriquées ou coulées sur place et dans l'ensemble serviront pour la construction d'Sdifices destinés à des saisons d'halbi tation, des bureaux, des appartements,etc.etc.concrete tensors and will make these plates work together by forming a "rigid couple" These two ariS concrete plates integrated with the panels form the surs1 which are able to receive the loads of the slabs which will be supported on the surs. These slabs may be prefabricated or poured on site and in general will be used for the construction of buildings intended for housing seasons, offices, apartments, etc.etc.

Avant de monter les panneaux, il faut préparer les fondations ou ments de soutien. Lesdites préparations consisteront a pratiquer de peti@@ réservations d'ancrage ouvertes tout au long de ce qui sera l'axe du sur. Dans ces réservations d'ancrage entreront les tersinaux des barres ( fer a béton ) verticales qui dépassent la partie inférieure du panneau.Lorsque le panneau sera placé dans sa position définitive et avec les extremités des barres ( fer i béton ) dans les réservations d'ancrage, on fait dans la partie inférieure du panneau une coupe trans- versale qui doit coïncider avec la position des réservations d'ancrage, de dimensions sisilaires a ceul-la de façon que, lorsque le panneau est en alignement, x plomb et découpé de manière provisoire, en puisse vider le béton pour resplir l'espace de la réservation d'ancrage et la partie coupée du panneau, formant ainsi des petits massifs qui dépassent la fondation et augmentent la rigidité générale du panneau; ce type de connexion a base d'un joint froid de béton est une nouveauté caracté- ristique du système. Après on ajoute les barres ( fer a béton ) heri- zontales qu'on fixe également aux axes des cylindres en béton et qui unissent un ensemble de panneaux. Ces ensembles ou groupes de panneaux qui formeront les surs de la construction restent séparés en laissant l'espace nécessaire pour loger les élements verticaux en béton arsS conventionnels tels que les surs mitoyens ou colonnes, a des distances pré-établies selon le calcul pour chaque cas particulier.Before mounting the panels, the foundations or supporting elements must be prepared. Said preparations will consist in practicing peti @@ anchor reservations open throughout what will be the axis of the. In these anchoring reservations will enter the tersinals of the vertical bars (concrete reinforcing bars) which go beyond the lower part of the panel. When the panel will be placed in its final position and with the ends of the bars (concrete reinforcing bars) in the reservations of anchoring, a transverse section is made in the lower part of the panel which must coincide with the position of the anchoring reservations, of sisilary dimensions, so that when the panel is aligned, lead and cut from provisionally, in order to empty the concrete in order to fill in the space of the anchoring reserve and the cut part of the panel, thus forming small solid masses which exceed the foundation and increase the general rigidity of the panel; this type of connection based on a cold concrete joint is a new feature of the system. Then add the horizontal bars (concrete reinforcing bars) which are also fixed to the axes of the concrete cylinders and which unite a set of panels. These sets or groups of panels which will form the construction walls remain separate, leaving the space necessary to house the vertical elements in conventional arsS concrete such as terraced terraces or columns, at pre-established distances according to the calculation for each case. particular.

Un grillage métallique fin est fixé à la réticule de barres (fer à béton) des panneaux pour recevoir les couches de béton qui couvriront ces derniers et les couches de béton formeront les plaques extérieures de b- ton armé, ce qui donnera comme résultat un mur allégé, pre-fabriqué et approprié dont la hauteur et l'épaisseur seront variables en accord avec le projet et le dessin de la structure spécifique. A thin wire mesh is attached to the crosshair of bars (concrete iron) of the panels to receive the layers of concrete that will cover them and the layers of concrete will form the outer plates of reinforced concrete, which will result in a wall lightened, pre-fabricated and suitable, the height and thickness of which will vary according to the project and the design of the specific structure.

Il existe d'autres systèmes de @urs qui contiennent également des panneaux intermediaires allégés integrés avec un grillage metallique tridimensionnel qui les traverse sans contenir de beton, ou des syst-es qui relient les plaques en béton extérieures par le moyen de connecteurs métalliques lesquels ne donnent pas la rigidité suffisante pour faire travailler ces plaques ensemble, A la différence de ion invention dans laquel:: l'acier employé dans l'ase-tenon est noyé dans le béton avec les plaques en béton extérieures qui donnent la finition du sur, exercent en travail structural d'ensemble de tout le panneau, formant ainsi un élement extrê serrent résistant aux efforts provoqués par les données structurales exigée
D'autres systèmes de surs ont leurs plaques estérieures en béton unies ent@ elles et qui sont coxposès dès leur fabrication en usine, ce qui rend ce systèmes de surs plus lourds, entraine des difficultés pour les installe: et renchérit le transport.Une caracteristique isportante de mon invention est que les panneaux préfabriquSs qui pèsent très peu sont finis sur place par l'adjonction du béton appliqué pour former les plaques extérieures, ce qui facilite le transport du prefabriqué et le rend soins coûteux; de Mêm le pontage et la finition en sont plus faciles ce qui entraine une économi de temps dans la construction.There are other systems of @urs which also contain lightened intermediate panels integrated with a three-dimensional metallic grid which crosses them without containing concrete, or systems which connect the external concrete plates by means of metal connectors which do not not give sufficient rigidity to make these plates work together, Unlike the invention in which: the steel used in the tenon is embedded in the concrete with the external concrete plates which give the finish of the surface, exercise in overall structural work of the entire panel, thus forming an extremely tight element resistant to the stresses caused by the required structural data
Other safety systems have their outer concrete plates joined together and which are co-positioned as soon as they are manufactured in the factory, which makes these safety systems heavier, causing difficulties for installing them: and makes transport more expensive. It is important to my invention that the prefabricated panels which weigh very little are finished on site by the addition of the concrete applied to form the external plates, which facilitates the transport of the prefabricated and makes it costly care; Similarly bridging and finishing are easier which saves time in construction.

Les détails caractéristiques de l'invention apparaissent dans les dessins qui accompagnent la description, les es num#eros de rSference servant a indiquer les mêmes parties sur les diffSrentes figures.The characteristic details of the invention appear in the drawings which accompany the description, the reference numbers being used to indicate the same parts in the various figures.

La figure "A" est une perspective conventionnelle du sur allégé prSfabri quS, avec des coupes schématiques pour identifier ses partie.Figure "A" is a conventional perspective of the lightened prefabricated product, with schematic sections to identify its parts.

La figure "B" est une perspective de coupe verticale de la section du sur vu de profil. Figure "B" is a vertical sectional perspective of the cross section of the side view.

La figure "C" est une perapective conventionnelle de l'@@@@ture du zur et ses connexions.Figure "C" is a conventional perapective of the zur structure and its connections.

La figure "D" est une perapective conventionnelle de l'axe-tenon noyé dans le cylindre en béton incorporE aux panneaux.Figure "D" is a conventional perapective of the pin axis embedded in the concrete cylinder incorporated in the panels.

La figure "E" est un détail de la fixation des barres (fer à béton) verticales aux cylindres.Figure "E" is a detail of the attachment of vertical bars (concrete reinforcing bars) to the cylinders.

Sur la figure "A" , on montre, en perspective une partie du sur préfabri- que en béton arsS, où apparaît le panneau intermédiaire fabrique en ma- tière allSgé et isolante (1) lequel est amené au chantier integré depuis sa fabrication avec les axes-tenons noyés dans les cylindres en béton (3) auxquels on a additionné les barres ( fer à béton) verticales (4) en acier a haute résistance.In figure "A", a perspective view of part of the arsS concrete prefabricated structure is shown, where the intermediate panel made of light and insulating material (1) appears, which has been brought to the integrated site since its manufacture with the pin-pins embedded in the concrete cylinders (3) to which the vertical bars (concrete iron) (4) made of high strength steel have been added.

Ces panneaux se posent l'un à côtS de l'autre sur le sol en quantité de pièces suffisantes pour forser un sur couplet; une fois alignés on leurs incorpore un chaînage d'union (9) lequel peut être en béton préfabriqué ou coulé sur place; ladite plaque (chaînage) d'union (9) intégrera tous les panneaux d'un sur pour, postérieurement les soulever a la position verti- cale dEfinitive, en connectant les barres ( fer i bSton ) verticales (*) j la fondation ou a l'élement de soutien (7) par le moyen des préparations de connexion (3) lesquelles sont faites préalablement.These panels are placed one next to the other on the ground in sufficient quantity of parts to drill a couplet; once aligned, a union chaining (9) is incorporated which may be made of precast concrete or poured in place; said union plate (chaining) (9) will integrate all the panels of a sur to later lift them to the vertical final position, connecting the vertical bars (iron i bSton) (*) to the foundation or to the support element (7) by means of the connection preparations (3) which are made beforehand.

Ces connexions (8) sont simplement simplement des réservations d'ancrage sera noyée l'armature du sur. Une fois les panneaux (1) alignés, is a plomb, découpés et connectés, on leur ajoute l'armature de barres (fer à béton ) horizontales (5) et les barres (fer a bSton) horizontales (5), lesquelles sont tenues par les tènons (3). These connections (8) are simply simply anchor reservations will be embedded the frame of the on. Once the panels (1) are aligned, leaded, cut and connected, we add the reinforcement of horizontal bars (concrete iron) (5) and the horizontal bars (concrete iron) (5), which are held by the tenons (3).

Les@ites bar@@ horizontale@ (5) et les barres verticales (4) for@eront l'armature de la structure du sur. The @ ites bar @@ horizontal @ (5) and the vertical bars (4) will form the reinforcement of the structure of the sur.

Lorsque l'armature est prête on y fixe un grillage métallique et ensuite on procedera a verser le béton de façon manuelle ou mécanique sur les flancs du panneau (1); il se forme ainsi deux plaques structurales en béton (2) unies entre elles par les cylindres en béton (3), de telle faço que le sur se trouve en condition de recevoir le chaînage ou le toit (10) préalablement choisi.When the reinforcement is ready, we attach a metal mesh to it and then proceed to pour the concrete manually or mechanically on the sides of the panel (1); two structural concrete plates (2) are thus formed, joined together by the concrete cylinders (3), so that the sur is in condition to receive the chaining or the roof (10) previously chosen.

La figure "B" reprend le détail des composants d@ mur préfabriqué en béton armé. Le panneau intermédiaire en matétiel allégé isolant (1) est re tenu par les deux plaques extérieures en bSton (2), armées par les barr
verticales (4) et les barres horizontales (5); on plus, elles ont un gri go métallique (6) lequel évite la fissuration du béton par contraction.Figure "B" shows the detail of the components of the prefabricated reinforced concrete wall. The intermediate panel in lightweight insulating material (1) is held by the two outer bSton plates (2), reinforced by the barr
vertical (4) and horizontal bars (5); moreover, they have a metallic gri go (6) which prevents cracking of the concrete by contraction.

L'armature en acier (4) - (5) apparaît clairement unie par les tenons des cylindres en béton (3); dans la partie supérieure on observe le chaînage (9) des panneaux et la prolongation des barres (4) pour connecter la futu@ plaque, de même que dans la partie inférieure on voit la connexion du pans neau (1) à l'élement du support (7) par le moyen du petit massif en béton dans la reservation d'ancrage ou la prSparation préalablement faite (8).The steel frame (4) - (5) appears clearly united by the tenons of the concrete cylinders (3); in the upper part we observe the chaining (9) of the panels and the extension of the bars (4) to connect the futu @ plate, as well as in the lower part we see the connection of the flap (1) to the element of the support (7) by means of the small concrete block in the anchoring reservation or the previously made preparation (8).

La figure "C" montre une perspective et une coupe de l'armature compos@ de ses barres (fer a béton) horizontales (5) et barres verticales (4) doni les prolongations vers le haut persettront une connexion avec la plaque qui va reposer sur les sur. Sur cette figure on voit cossent le bSton dec cylindres (3) est uni monolithiquement ( comme un seul bloc) aux plaqnc extérieures en béton (2); ce qui est une remarquable nouveauté de l'inve@ tion a la différence d'autres systèmes oA cela n'existe pas.Le grillage uEtallique (6) est noyS dans les plaques do béton (2) en assurant la pro
tection du bton concertant la fissuration de celui-ci. Ce type de connexion (3) a un grand avantage car, il olivine la la nécessi- té d'employer des équipements sophistiqués pour réaliser la réticule tridimensionnelle à base d'électrosoudure.The figure "C" shows a perspective and a section of the frame composed of its horizontal bars (concrete reinforcing bars) (5) and vertical bars (4) so that the upward extensions will maintain a connection with the plate which will rest on the on. In this figure we see the bSton dec cylinders (3) is monolithically united (as a single block) to the outer concrete plates (2); which is a remarkable novelty of the invention @ unlike other systems where this does not exist. The metallic mesh (6) is embedded in the concrete plates (2) ensuring the
tection of the stick concertant the cracking of this one. This type of connection (3) has a great advantage because it eliminates the need to use sophisticated equipment to make the three-dimensional reticle based on electrofusion.

Quant a la figure "D", elle sontre une caractéristique isportanto de l'invention qui consiste dans l'axe-tenons et le cylindre en béton (3)logé dans le panneau (1) dont les tenon@-crochés des extrémités fixeront l'armature des plaques extérieures en béton, évitant des déplacements et donnant une rigidité aux surs avant et après être terminés.As for the figure "D", it is an isportanto characteristic of the invention which consists in the pin axis and the concrete cylinder (3) housed in the panel (1) whose tenons @ -crossed at the ends will fix the reinforcement of the external concrete plates, avoiding displacement and giving rigidity to the walls before and after being finished.

le béton des cylindres (3) cosse on peut l'observer ne se termine pas au niveau des panneaux(1); ceci permet de serrer les tenons-crochés une fois qu'on y a introduit l'armature (barre) des plaques on béton et en plus permet au béton appliqué pour forer les plaques extérieures de pénetrer suffisament en assurant le monolithisme du béton dans cett@ connexion si importante.the concrete of the cylinders (3) pod can be observed does not end at the level of the panels (1); this makes it possible to tighten the hooked tenons once the reinforcement (bar) of the concrete plates has been introduced into it and in addition allows the concrete applied to drill the external plates to penetrate sufficiently while ensuring the monolithism of the concrete in this @ connection so important.

La figure "E" montre le détail de la fixation des barres (fer a béton verticales (4) dans les plaques de béton. A la partie supérieure on voit le crochet da tenon (3) avant sa fermeture et dans la partie inférieure on voit le même tenon (3) serré et tenant fortement la barre (4). The figure "E" shows the detail of the fixing of the bars (vertical concrete iron (4) in the concrete plates. At the upper part we see the hook da tenon (3) before its closing and in the lower part we see the same tenon (3) tight and firmly holding the bar (4).

Claims (2)

REVENDICÂTIONS 1 .- Améliorations dans lee panneaux pour surs allSgSs qui se carac1 .- Improvements in the panels for allSgSs which are charac terisent par la combinaison faite d'un matériel léger, comme les teriser by the combination made of a light material, like the panneaux en mousse de polystyrène ou tout autre matériel similair polystyrene foam panels or other similar material lesquels sont confinés par le moyen de deux plaques en béton armé which are confined by means of two reinforced concrete plates la nouveauté remarqueable étant dans le fait que lesdites plaques the remarkable novelty being in the fact that said plates en béton restent unies entre elles par le moyen des cylindres concrete remain united to each other by means of cylinders en béton équidistant@ qui traversent le panneau par sa distance in equidistant concrete @ which cross the panel by its distance la plus courte et qui ont dans leur axe central un tenos-crochel  the shortest and which have in their central axis a tenos-crochel en acier en forse d'agrafe lequel serre par ses extrémités la  in staple steel which grips the ends of the barre verticale et supporte la barre horizontale des plaques en vertical bar and supports the horizontal bar of the plates in béton déjà citées; la caractéristique importante du système est concrete already mentioned; the important feature of the system is la nouveautS de ces cylindres vu que, par eux, on peut garantir the novelty of these cylinders since, by them, we can guarantee que le sur qui se construit fonctionnera conne un ensemble mono- that the on which is built will function as a mono- lithique armé en trois dimensions, ce qui lui donne la capacité lithic armed in three dimensions, which gives it the capacity de supporter ou recevoir le poids et les efforts du chainage qui to support or receive the weight and the efforts of the chaining which est employé comme élément de @ouverture ou d'@ntre deux étages is used as an opening element or between two floors étant aidé pour distribuer ces efforts d'un petit chaînage de being helped to distribute these efforts of a small chain of finition qui couronne plusieurs panneaux par leur partie supé- finish which crowns several panels by their upper part rieur. laughing. 2.- Amélioration dans les panneaux pour les surs allégés d B fait, 2.- Improvement in the panels for lightened sureties d B done, cosse il est sentionnS au paragraphe antérieur, que les panneaux  terminal it is felt in the previous paragraph, that the panels comprenant uniquement les cylindres en béton et le chaînage de including only concrete cylinders and chaining finition sur la partie supérieure, peuvent se soulever et se finish on the upper part, can be lifted and placer dans leur position définitive manuellement en faisant coîncider les barres verticales des panneaux avec les réservations d'ancrage laissées dans les fondations ou dans les élements de @ou- tien, l'amélioration se trouvant ici dans l'ancrage des panneaux par le moyen d'une coulée qui fixe les barres verticales qui dépassent l'extrémité inférieure du panneau et qui se noyent dans les réservations d'ancrage laissés au préalable dans les fondations, mais ceci avec la caractéristique que ladite coulé@ ne termine pas dans le lit supérieur de l'élement de soutien du panseras mais plus haut, à une hauteur préalablement déterminé en accord avec les efforts auxquels sera sou@is le @ur, cette coulée étant prolongée le long de la @@ction même de la réservation d'ancrage, ce qui nous donne la possibilité d'augmenter la rSsistance du sur x sans augmenter son épaisseur.  place in their final position manually by making the vertical bars of the panels coincide with the anchoring reservations left in the foundations or in the elements of support, the improvement being found here in the anchoring of the panels by means of '' a casting which fixes the vertical bars which project beyond the lower end of the panel and which drown in the anchoring reservations left beforehand in the foundations, but this with the characteristic that said casting @ does not end in the upper bed of the support element of the panseras but higher, at a height determined beforehand in accordance with the efforts to which the @ur will be subjected, this pouring being extended along the @@ ction of the anchoring reservation, this which gives us the possibility of increasing the resistance of the sur x without increasing its thickness.
FR8406832A 1984-04-27 1984-04-27 Panel for a lightweight wall Withdrawn FR2545126A1 (en)

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FR8406832A FR2545126A1 (en) 1984-04-27 1984-04-27 Panel for a lightweight wall

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FR8406832A FR2545126A1 (en) 1984-04-27 1984-04-27 Panel for a lightweight wall

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19510358A1 (en) * 1995-03-22 1996-09-26 Haeussler Wilhelm Dipl Ing Dip Reinforcement system for concrete wall
WO2007093834A1 (en) * 2006-02-15 2007-08-23 Panagiotis Anagnostopoulos Construction method of reinforced three-dimensional construction element and the construction element product
ITMO20080305A1 (en) * 2008-11-27 2010-05-28 Aurea S R L BUILDING STRUCTURE PROVIDED WITH VERTICAL WALLS INCLUDING A THERMOPLASTIC POLYMER.
CN102808462A (en) * 2012-09-04 2012-12-05 吴方伯 Cast-in-place heat preserving shear wall, column and beam
CN102877559A (en) * 2012-06-15 2013-01-16 吴方伯 Cast-in-situ heat preservation and heat isolation beam, column or shear wall and construction method thereof
CN102900157A (en) * 2012-10-12 2013-01-30 吴方伯 Cast-in-situ heat-preservation shear wall, column and beam and construction method
CN102926469A (en) * 2012-10-29 2013-02-13 吴方伯 Cast-in-situ heat-insulating beam, column and shear wall and construction method
CN103790261A (en) * 2013-12-31 2014-05-14 吴方伯 Heat preservation wall and construction method
CN106436937A (en) * 2016-09-04 2017-02-22 哈尔滨鸿盛房屋节能体系研发中心 Reinforcing bar connecting bridge

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19510358A1 (en) * 1995-03-22 1996-09-26 Haeussler Wilhelm Dipl Ing Dip Reinforcement system for concrete wall
WO2007093834A1 (en) * 2006-02-15 2007-08-23 Panagiotis Anagnostopoulos Construction method of reinforced three-dimensional construction element and the construction element product
US8769892B2 (en) 2008-11-27 2014-07-08 Aurea S.R.L. Building structure provided with vertical walls comprising a thermoplastic polymer
WO2010060857A1 (en) * 2008-11-27 2010-06-03 Aurea S.R.L. Building structure provided with vertical walls comprising a thermoplastic polymer
ITMO20080305A1 (en) * 2008-11-27 2010-05-28 Aurea S R L BUILDING STRUCTURE PROVIDED WITH VERTICAL WALLS INCLUDING A THERMOPLASTIC POLYMER.
CN102877559A (en) * 2012-06-15 2013-01-16 吴方伯 Cast-in-situ heat preservation and heat isolation beam, column or shear wall and construction method thereof
CN102808462A (en) * 2012-09-04 2012-12-05 吴方伯 Cast-in-place heat preserving shear wall, column and beam
CN102900157A (en) * 2012-10-12 2013-01-30 吴方伯 Cast-in-situ heat-preservation shear wall, column and beam and construction method
CN102900157B (en) * 2012-10-12 2016-01-20 吴方伯 A kind of cast-in-situ heat preservation shear wall, post, beam and construction method
CN102926469A (en) * 2012-10-29 2013-02-13 吴方伯 Cast-in-situ heat-insulating beam, column and shear wall and construction method
CN102926469B (en) * 2012-10-29 2016-01-20 吴方伯 A kind of cast-in-situ thermal-insulated heat insulation beam, post, shear wall and construction method
CN103790261A (en) * 2013-12-31 2014-05-14 吴方伯 Heat preservation wall and construction method
CN103790261B (en) * 2013-12-31 2016-04-06 吴方伯 A kind of insulated wall and construction method
CN106436937A (en) * 2016-09-04 2017-02-22 哈尔滨鸿盛房屋节能体系研发中心 Reinforcing bar connecting bridge
CN106436937B (en) * 2016-09-04 2019-03-12 哈尔滨鸿盛房屋节能体系研发中心 Reinforcing bar connecting bridge

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