FR2727141A1 - Cage for snaring animals - Google Patents
Cage for snaring animals Download PDFInfo
- Publication number
- FR2727141A1 FR2727141A1 FR9504145A FR9504145A FR2727141A1 FR 2727141 A1 FR2727141 A1 FR 2727141A1 FR 9504145 A FR9504145 A FR 9504145A FR 9504145 A FR9504145 A FR 9504145A FR 2727141 A1 FR2727141 A1 FR 2727141A1
- Authority
- FR
- France
- Prior art keywords
- flap
- cage
- extension
- building
- vertical movement
- 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.)
- Granted
Links
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
- E04B1/36—Bearings or like supports allowing movement
Abstract
Description
La présente invention concerne un dispositif d'étriers à emboitement coulissant vertical qui permet un ancrage semi-glissant à un batiment principal (existant ou en réalisation), d'une structure légère (bois ou métal) destinée à étre un volume en extension en base du dit bâtiment principal. The present invention relates to a stirrup device with vertical sliding socket which allows semi-sliding anchoring to a main building (existing or in progress), of a light structure (wood or metal) intended to be a volume in base extension of the said main building.
L'ancrage en base du bàtiment principal d'un volume en extension se réalise traditionnellement soit: - en continuité structurelle totale et doit à ce titre entre réalisé dans la méme phase de travaux que le batiment principal ou, si ce dernier existe déjà, de lourds travaux d'adaptation sont nécessaires. The anchoring at the base of the main building of an extended volume is traditionally carried out either: - in total structural continuity and must therefore be carried out in the same phase of works as the main building or, if the latter already exists, heavy adaptation work is necessary.
- r. discontinuité totale générant des risques de déplacements non contrôlés entre le bâtiment principal et son (ou ses) volume(s) d'extension, provoquant des risques de désordres structurels et/ou fonctionnels.- r. total discontinuity generating risks of uncontrolled movement between the main building and its (or its) volume (s) of extension, causing risks of structural and / or functional disorders.
Le dispositif selon l'invention permet de remédier à ces inconvénients, sachant que ce dispositif permet un type d'ancrage dit seml-glissant, en telle sorte que: -l'élément en extension repose sur des fondations indépendantes de celles du batiment principal. The device according to the invention overcomes these drawbacks, knowing that this device allows a type of anchoring known as semi-sliding, so that: the extending element rests on foundations independent of those of the main building.
-l'élément en extension soit continument jointif avec son édifice principal lors des tassements différentiels. -the element in extension is continuously joined with its main building during differential settlements.
le bâtiment principal ne subisse aucune surcharge excentrée malgre l'ancrage de l'extension.the main building does not undergo any eccentric overload despite the anchoring of the extension.
-de permettre une construction en atelier, chronologiquement indépendante de la réalisation du bàtiment principal d'acceuil, des éléments d'extension, avec gain de temps et de précision dans une mise en oeuvre plus rationnelle et économique.-to allow workshop construction, chronologically independent of the construction of the main reception building, extension elements, saving time and precision in a more rational and economical implementation.
Ce systeme d'étriers à coulisse verticale permet la repu se des ancrages de liaison de l'extension avec son bâtiment principal selon les caractéristiques structurelles propres à chaque étrier, ce gracie à la combinaison singulière des éléments constitutifs de ceux-ci; l ensemble étant défini par les pièces descriptives n 1, n 2 et n03 constitutives du présent document. This system of vertical sliding stirrups allows the repu se of the connecting anchorages of the extension with its main building according to the structural characteristics specific to each stirrup, this thanks to the singular combination of the constituent elements thereof; the whole being defined by the descriptive pieces n 1, n 2 and n03 constituting this document.
Les dessins annexes illustrent l'invention: la figure 1 represente, en plan, le dispositif selon l'invention, la figure 2 son élévation de face, la figure 3 son elévation de profil. The accompanying drawings illustrate the invention: Figure 1 shows, in plan, the device according to the invention, Figure 2 its front elevation, Figure 3 its profile elevation.
1) l'étrier male (1) constitué de la boucle (2) (de longueur égale au débattement horizontal nécessaire) solidaire de son socle (3) s'empoise dans étrier femelle constitué des éléments horizontaux (5) (contrôle de débattement horizontal) et (6) (guide de mouvement vertical) 2 > Les clavettes (7) et (3) et leurs goupilles (9) calent l'emboitement des étriers lors de la pose de l'extension (sur sa propre fondation) à son bâtiment principal d'accueil. Ces clavettes ajustent le taux de débattement latéral minimum-maximum qui permet le glissement vertical recherché.1) the male stirrup (1) made up of the loop (2) (of length equal to the necessary horizontal clearance) secured to its base (3) is poised in a female stirrup made up of the horizontal elements (5) (horizontal travel control ) and (6) (vertical movement guide) 2> The keys (7) and (3) and their pins (9) wedge the interlocking of the stirrups when installing the extension (on its own foundation) at its main reception building. These keys adjust the minimum-maximum lateral deflection rate which allows the desired vertical sliding.
3) L'ensemble des étriers femelles est solidaire par encastrement à l'aide de chevilles chimiques avec boulonnage (10), aux points structurels (11) (habituellement au droit des dalles de plancher des étages).3) The set of female stirrups is secured by embedding using chemical anchors with bolts (10), at structural points (11) (usually in line with the floor slabs of the floors).
4) L'ensemble des étriers males sont fixés par boulonnage (12) aux points forts structurels (13) 5) Les deux ensembles pré-cités sont en sorte vis à vis pour l emboitement.4) The set of male stirrups are fixed by bolting (12) to the structural strong points (13) 5) The two aforementioned sets are so opposite for nesting.
6) L'ensemble des couples d'étriers emboité assure un seul mouvement vertical limité, à l'exclusion de tout autre mouvement horizontal ou oblique. Ce mouvement vertical est nécéssaire au possible tassement différentiel entre la fondation du bâtiment d'accueil et la fondation de l'extension latérale.6) The set of couples of stirrups fitted ensures a single limited vertical movement, to the exclusion of any other horizontal or oblique movement. This vertical movement is necessary for possible differential settlement between the foundation of the reception building and the foundation of the lateral extension.
7) Le complexe façade comprend une partie (17) obturant la jonction entre une partie (16) solidaire de la structure du volume extension et (18) partie superficielle protection de façade .(17) est solidaire à (16) et jointif pour glissement avec (19) et la structure constituée des éléments (13), (14) et (15), (13) étant un élément vertical, (14) un élément horizontal et (15) un élément horizontal de liaison. Le volume en extension ne peut subir, vis à vis du bâtiment principal, qu'un mouvement vertical en façade uniquement avec un joint de glissement minimal (20).7) The facade complex comprises a part (17) closing the junction between a part (16) integral with the structure of the extension volume and (18) surface protection part of the facade. (17) is integral with (16) and joined for sliding with (19) and the structure made up of elements (13), (14) and (15), (13) being a vertical element, (14) a horizontal element and (15) a horizontal connecting element. With respect to the main building, the extension volume can only undergo a vertical movement on the facade only with a minimum sliding joint (20).
Le système d'étrier à coulisse est ainsi composé d'éléments ponctuels métal, les étriers étant physiquement indépendants: la localisation répondra à la solution optimale recherchée (juxtapositions possibles des points forts des éléments structurels de l'extension et du bâtiment principal); en contrepartie chacun des étriers à coulisse devra répondre aux caractéristiques conséquentes à la localisation, statiques et dynamiques, avec déplacements verticaux possibles. The sliding stirrup system is thus made up of punctual metal elements, the stirrups being physically independent: the location will respond to the optimal solution sought (possible juxtapositions of the strong points of the structural elements of the extension and the main building); in return each of the sliding stirrups must meet the characteristics consistent with the location, static and dynamic, with possible vertical displacements.
déplacements verticaux possibles.vertical displacements possible.
C'est la combinaison singuliere des éléments constituant des étriers et l'emboitement particulier de ces derniers qui permet d'assurer simultanément toutes les fonctions recherchées; ainsi: -l'ancrage d'une extension en base d'un bâtiment principal d'accueil existant ou à créer) sans que ce dernier ne subisse de surcharges excentrées ou en porte à faux qui fragilise ses eléments structurels. It is the singular combination of the elements constituting stirrups and the particular interlocking of the latter which makes it possible to simultaneously ensure all the functions sought; thus: -the anchoring of an extension at the base of a main reception building existing or to be created) without the latter undergoing eccentric overloads or cantilevered which weakens its structural elements.
-la réalIsatIon possible en atelier.-Performance possible in the workshop.
-la réalisation de fondations (en principe sur radier) indépendantes du batiment principal, en faible profondeur afin d'éviter dans la plus part des cas le dévoiement des réseaux fréquent en pied d'immeuble et leur coupure temporaire; d'où un avantage economique, qualitatif, organisationnel avec gain de temps pour ia réalisation d'extensions en pied d immeuble principal d'accueil. -the creation of foundations (in principle on the raft) independent of the main building, in shallow depth in order to avoid in most cases the frequent diversion of the networks at the foot of the building and their temporary interruption; hence an economic, qualitative and organizational advantage, saving time for the realization of extensions at the foot of the main reception building.
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9504145A FR2727141B1 (en) | 1995-04-07 | 1995-04-07 | VERTICAL SLIDING INTERLOCKING DEVICE FOR SEMI-SLIDING ANCHORING BETWEEN A BUILDING AND ITS EXTENSION |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9504145A FR2727141B1 (en) | 1995-04-07 | 1995-04-07 | VERTICAL SLIDING INTERLOCKING DEVICE FOR SEMI-SLIDING ANCHORING BETWEEN A BUILDING AND ITS EXTENSION |
Publications (2)
Publication Number | Publication Date |
---|---|
FR2727141A1 true FR2727141A1 (en) | 1996-05-24 |
FR2727141B1 FR2727141B1 (en) | 1996-12-27 |
Family
ID=9477859
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR9504145A Expired - Lifetime FR2727141B1 (en) | 1995-04-07 | 1995-04-07 | VERTICAL SLIDING INTERLOCKING DEVICE FOR SEMI-SLIDING ANCHORING BETWEEN A BUILDING AND ITS EXTENSION |
Country Status (1)
Country | Link |
---|---|
FR (1) | FR2727141B1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2004224849B2 (en) * | 2003-03-24 | 2007-03-29 | Msa Europe Gmbh | Holding device for connecting a gas mask to a protective helmet |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1659187A1 (en) * | 1968-01-17 | 1970-12-23 | Nell Dipl Ing Hans Alfred | Horizontally movable sliding anchor for the transfer of vertical loads from one component to another |
DE3436491A1 (en) * | 1984-10-05 | 1986-04-10 | BWM Dübel- u. Montagetechnik GmbH, 7022 Leinfelden-Echterdingen | Device for connecting a wall cladding to the wall |
US4955172A (en) * | 1989-09-14 | 1990-09-11 | Pierson Neil W | Veneer anchor |
GB2234763A (en) * | 1989-07-28 | 1991-02-13 | Ronald Charles Sammons | Wall tie |
-
1995
- 1995-04-07 FR FR9504145A patent/FR2727141B1/en not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1659187A1 (en) * | 1968-01-17 | 1970-12-23 | Nell Dipl Ing Hans Alfred | Horizontally movable sliding anchor for the transfer of vertical loads from one component to another |
DE3436491A1 (en) * | 1984-10-05 | 1986-04-10 | BWM Dübel- u. Montagetechnik GmbH, 7022 Leinfelden-Echterdingen | Device for connecting a wall cladding to the wall |
GB2234763A (en) * | 1989-07-28 | 1991-02-13 | Ronald Charles Sammons | Wall tie |
US4955172A (en) * | 1989-09-14 | 1990-09-11 | Pierson Neil W | Veneer anchor |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2004224849B2 (en) * | 2003-03-24 | 2007-03-29 | Msa Europe Gmbh | Holding device for connecting a gas mask to a protective helmet |
Also Published As
Publication number | Publication date |
---|---|
FR2727141B1 (en) | 1996-12-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA1157281A (en) | Vertical modular building element especially for containment structures, and method for the construction of said structures | |
EP1222344A1 (en) | Reinforcement for concrete wall | |
JP4794113B2 (en) | Scaffolding coupling device | |
FR2727141A1 (en) | Cage for snaring animals | |
FR2533610A1 (en) | Method for installing a scaffold, bracing used for the implementation of this method and scaffold equipped with the said bracing. | |
EP4060143B1 (en) | Construction element | |
CN213390152U (en) | Prevent building foundation ditch supporting construction that collapses | |
WO2019053615A1 (en) | Retaining wall comprising precast piles and pile for such a wall | |
FR2692611A1 (en) | Precast concrete fixing plate for lamp post installation - holds post baseplate with nuts on threaded tops of holding down bolts anchored in concrete foundation hole in plate for electric cables | |
FR2766223A1 (en) | Safety device for personnel working on roofs | |
FR2661701A1 (en) | Formwork and anchoring block for a pylon; method for producing a foundation | |
KR20190128916A (en) | Supporting device of interception wall for pouring the concrete and supporting structure using the same | |
KR100789496B1 (en) | Perpendicular-control device of improvement soft ground) | |
FR2508958A1 (en) | Beam and prop support system soffit for suspended floor - uses demountable round hollow prop head with ramped and curved bore groove receiving prop pin | |
CN214090376U (en) | Masonry and column tie bar pre-buried steel plate support | |
EP3112541A1 (en) | Mounting assembly and method for mounting a balcony on a part of a building, and auxiliary means therefor | |
FR3100830A1 (en) | Console device intended to support a protective assembly on the concrete slab on the perimeter of the structure. | |
FR2584440A1 (en) | Socket for positioning a pipe during the pouring of reinforced concrete | |
CN208415521U (en) | A kind of civil construction embedded part structure | |
JP3843045B2 (en) | Rock construction method for jacket structure | |
EP0930400A1 (en) | Device for extracting a box out of an underground chamber | |
JP2977529B2 (en) | Hinge device for cutting beam | |
JPH07286357A (en) | Vertical drainage ditch | |
KR200177205Y1 (en) | A fence for blocking of falling stone | |
FR2489396A1 (en) | Prefabricated concrete panel for building - has short length horizontal circular conduits for passage of joints grout |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
CL | Concession to grant licences | ||
CL | Concession to grant licences |