FR2548718A1 - Devices eliminating the damage caused by shoring to the underfaces of the insulating floors ribbed with reinforced concrete - Google Patents
Devices eliminating the damage caused by shoring to the underfaces of the insulating floors ribbed with reinforced concrete Download PDFInfo
- Publication number
- FR2548718A1 FR2548718A1 FR8311437A FR8311437A FR2548718A1 FR 2548718 A1 FR2548718 A1 FR 2548718A1 FR 8311437 A FR8311437 A FR 8311437A FR 8311437 A FR8311437 A FR 8311437A FR 2548718 A1 FR2548718 A1 FR 2548718A1
- Authority
- FR
- France
- Prior art keywords
- concrete rib
- devices
- forestay
- ribbed
- shoring
- 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.)
- Withdrawn
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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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/18—Spacers of metal or substantially of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
Description
La présente invention concerne deux dispositifs améliorant le comportement, sur étais provisoires, des planchers nervurés en béton comportant une isolation thermique intégrée. The present invention relates to two devices improving the behavior, on temporary props, of ribbed concrete floors with integrated thermal insulation.
La technologie de ce type de planchers, apparus depuis une vingtaine d'années, est connue. Ils sont constitués de matériaux isolants rigides servant de coffrage perdu à une nervuration, le plus souvent en beon armé, réduisant localement l'épaisseur de ces isolants ; à cause de cette carac téristique structurelle, il existe à chaque nervure une zone de déperdition thermique, désignée par le terme imagé de "pont" thermique. The technology of this type of floor, which has appeared over the past twenty years, is known. They consist of rigid insulating materials used as formwork lost to a ribbing, most often in reinforced concrete, locally reducing the thickness of these insulators; because of this structural characteristic, there is a heat loss zone at each rib, designated by the pictorial term of thermal "bridge".
Pour corriger ces déperditions localisées à la nervure, on a tout d'abord disposé dans cette zone des matériaux isolants tels que du bois, ou divers agglomérés ligno-cellulosiques. Ensuite, on a amélioré cette coupure thermique en la réalisant en matière plastique alvéolaire, isolants encore plus efficaces, mais exigeant une protection en sous-face par suite de leur faible résistance mécanique, et du risque particulier que certains d'entre eux présentent à l'égard de l'incendie. To correct these losses localized to the rib, we first placed in this area insulating materials such as wood, or various lignocellulosic agglomerates. Then, we improved this thermal break by making it in cellular plastic, insulators even more effective, but requiring protection on the underside because of their low mechanical resistance, and the particular risk that some of them present to the regard to the fire.
Cette protection en sous-face est réalisée par des panneaux collés, constitués de matériaux rigides et incombustibles de type connu : Fibragglos, bétons de bois, agglomérés divers, plâtres ou mortiers armés de fibres ligno-cellulosiques etc... This protection on the underside is carried out by glued panels, made of rigid and incombustible materials of known type: Fibragglos, concrete, various agglomerates, plasters or mortars armed with lignocellulosic fibers etc ...
L'épaisseur minimale de ces panneaux de protection est fixée par les règles de sécurité, selon la durée de coupe-feu à obtenir, et il est donc avantageux de limiter leur épaisseur à ce strict nécessaire, mais cette manière de voir comporte des inconvénients , parce que ces planchers sont, dans la majorité des cas, mis en oeuvre sur un étaiement provisoire, qui exerce d'importants efforts localisés, dits "réaction d'étai" efforts qui s'appliquent à leur sous-face. The minimum thickness of these protective panels is fixed by safety rules, depending on the duration of the firebreak to be obtained, and it is therefore advantageous to limit their thickness to what is strictly necessary, but this way of seeing has drawbacks, because these floors are, in the majority of the cases, implemented on a temporary shoring, which exerts important localized efforts, known as "forestay reaction" efforts which apply to their underside.
Si l'isolant placé entre la nervure béton et l'étai n'a pas une résistance mécanique suffisante, et que le panneau de protection, trop mince, ne peut opérer une suffisante répar tition des efforts, la réaction d'étai provoque l'écrasement de l'isolant, et l'enfoncement du panneau-de protection. If the insulation placed between the concrete rib and the forestay does not have sufficient mechanical strength, and the protective panel, which is too thin, cannot provide sufficient force distribution, the forestay reaction causes the crushing of the insulation, and sinking of the protective panel.
I1 en résulte un dommage esthétique important en sousface des planchers et parfois même une détérioration des panneaux, réduisant leur efficacité au point de vue de la sécurité au feu. This results in significant aesthetic damage beneath the floors and sometimes even deterioration of the panels, reducing their effectiveness from the point of view of fire safety.
L'objet de la présente invention consiSte en deux dispositifs permettant d'éliminer les inconvénients exposés, sans diminuer l'efficacité de la coupure thermique de nervure, et en permettant de limiter l'épaisseur du panneau de protection au minimum exigé par les règles de sécurité. The object of the present invention consists of two devices making it possible to eliminate the drawbacks exposed, without reducing the efficiency of the thermal rib break, and by making it possible to limit the thickness of the protective panel to the minimum required by the rules of security.
Le premier des dispositifs proposés selon l'invention consiste à interposer entre le panneau de protection et la nervure bétonnée, une plaque isolante en matière plastique alvéolaire, de préférence, dont la résistance mécaniqué permet, sans déformation excessive, la transmission de la réaction d'étai à la nervure bétonnée. The first of the devices proposed according to the invention consists in interposing between the protective panel and the concrete rib, an insulating plate of cellular plastic material, preferably, whose mechanical resistance allows, without excessive deformation, the transmission of the reaction of was with a concrete rib.
La conductibilité thermique de cette plaque isolante est identique ou très voisine de celle de l'isolant coffrant la nervuration. The thermal conductivity of this insulating plate is identical to or very close to that of the insulation forming the ribbing.
Son épaisseur n'est jamais inférieure à 1 cm, mais sa largeur peut-être inférieure, égale ou supérieure à celle de la nervuration. Its thickness is never less than 1 cm, but its width may be less, equal or greater than that of the ribbing.
Le second des dispositifs proPosés selon l'invention consiste en chevalets de forme appropriée, réalisés en métal de préférence, dont la rigidité propre permet également de transmettre à la nervure bétonnée, la réaction due à la présence de l'étai. The second of the devices proposed according to the invention consists of trestles of an appropriate shape, preferably made of metal, whose own rigidity also makes it possible to transmit to the concrete rib, the reaction due to the presence of the forestay.
Ces chevalets sont disposEs à intervalles réguliers, à la jonction entre les panneaux de protection. Par suite de leur très faible surface relative, ces cnevalets n'occasionnent aucune déperdition thermique significative. These easels are arranged at regular intervals, at the junction between the protective panels. Due to their very small relative surface, these cnevalets do not cause any significant heat loss.
Ce second dispositif offre l'avantage accessoire, de permettre, par sa forme appropriée, un positionnement exact des armatures dans la nervure bétonnée, au stade de sa fabrication ; il remplace étalement et avantageusement les liaisons métalliques obligatoires entre la nervure bétonnée et le pan neau de protection, si on veut satisfaire aux règles de sécurité au feu. This second device offers the additional advantage of allowing, by its appropriate shape, exact positioning of the reinforcements in the concrete rib, at the stage of its manufacture; advantageously, it replaces the compulsory metal connections between the concrete rib and the protective panel, if we want to comply with fire safety rules.
Chacun des deux dispositifs décrits permettant d'obtenir le résultat recherché principalement, qui est d'améliorer le comportement sur étai des planchers isolants nervurés en béton, ils peuvent être utilisés ensemble, ou séparément, sachant que dans le cas du premier dispositif proposé selon l'invention, les avantages accessoires de positionnement des armatures et de liaison mécanique de la protection à la structure peuvent être obtenus -moins avantageusement- par des moyens connus (distanciers plastiques posés manuellement sur les armatures, et fils métalliques disposés en attente.)
La figure 1 représente, vue latéralement, l'inconve- nient que les dispositifs proposés selon l'invention ont pour objet de supprimer.Each of the two devices described makes it possible to obtain the result sought mainly, which is to improve the behavior on forestay of ribbed insulating concrete floors, they can be used together, or separately, knowing that in the case of the first device proposed according to the invention, the accessory advantages of positioning the armatures and mechanical connection of the protection to the structure can be obtained - less advantageously - by known means (plastic spacers placed manually on the armatures, and metallic wires arranged in standby.)
FIG. 1 shows, seen from the side, the disadvantage that the devices proposed according to the invention have the object of eliminating.
La figure 2 représente, en coupe, le premier des deux dispositifs proposés selon l'invention. FIG. 2 represents, in section, the first of the two devices proposed according to the invention.
La figure 3 représente, en coupe, le second des deux dispositifs proposés delon l'invention. FIG. 3 represents, in section, the second of the two devices proposed according to the invention.
La figure 4 représente, en coupe; la combinaison des deux dispositifs
La figure 5 représente, en perspective, une des formes de réalisation du chevalet (5) montrant ses moyens de positionnement horizontal (6) et vertical (7), de fixation (8) dans les panneaux de protection (1) et les logements (9) des armatures (10) de la nervure bétonnée (3).Figure 4 shows, in section; the combination of the two devices
FIG. 5 represents, in perspective, one of the embodiments of the easel (5) showing its horizontal (6) and vertical (7) positioning means, of fixing (8) in the protective panels (1) and the housings ( 9) reinforcements (10) of the concrete rib (3).
La figure 6 représente, en coupe, un chevalet (5) disposé à la jonction entre deux panneaux de protection (1) jointifs, et placés à la verticale d'un étai (2). Figure 6 shows, in section, an easel (5) arranged at the junction between two protective panels (1) contiguous, and placed vertically on a forestay (2).
Le premier des dispositifs proposés selon l'invention permet à iui seul d'obtenir le résultat recherché, qui est d'éviter la détérioration d'un panneau de protection d'épaisseur correspondant au minimum exigé par les règles de sécurité au feu. The first of the devices proposed according to the invention allows iui alone to obtain the desired result, which is to avoid deterioration of a protective panel of thickness corresponding to the minimum required by fire safety rules.
Le second des dispositifs proposés selon l'invention, tout en permettant d'obtenir un résultat identique, autorise l'emploi d'une plaque d'isolant (4) de résistance mécanique et de coût moins élevé. The second of the devices proposed according to the invention, while making it possible to obtain an identical result, allows the use of an insulating plate (4) of mechanical strength and of lower cost.
Accessoirement, ce dispositif assure la fonction de positionneur d'armature (10) et de fixation de sécurité (8) du panneau de protection (1). Incidentally, this device performs the function of armature positioner (10) and of safety fixing (8) of the protection panel (1).
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8311437A FR2548718A1 (en) | 1983-07-08 | 1983-07-08 | Devices eliminating the damage caused by shoring to the underfaces of the insulating floors ribbed with reinforced concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8311437A FR2548718A1 (en) | 1983-07-08 | 1983-07-08 | Devices eliminating the damage caused by shoring to the underfaces of the insulating floors ribbed with reinforced concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
FR2548718A1 true FR2548718A1 (en) | 1985-01-11 |
Family
ID=9290667
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR8311437A Withdrawn FR2548718A1 (en) | 1983-07-08 | 1983-07-08 | Devices eliminating the damage caused by shoring to the underfaces of the insulating floors ribbed with reinforced concrete |
Country Status (1)
Country | Link |
---|---|
FR (1) | FR2548718A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0870883A3 (en) * | 1997-04-11 | 1999-11-24 | Gruppo Effe 2 SpA | Prefabricated joist for floors and/or lintels made of a framework and brick, and brick base for said joist |
-
1983
- 1983-07-08 FR FR8311437A patent/FR2548718A1/en not_active Withdrawn
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0870883A3 (en) * | 1997-04-11 | 1999-11-24 | Gruppo Effe 2 SpA | Prefabricated joist for floors and/or lintels made of a framework and brick, and brick base for said joist |
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ST | Notification of lapse |