FR2707313A1 - Detachable and versatile anchoring and connecting structure for pre-infrastructure frameworks. - Google Patents
Detachable and versatile anchoring and connecting structure for pre-infrastructure frameworks. Download PDFInfo
- Publication number
- FR2707313A1 FR2707313A1 FR9308425A FR9308425A FR2707313A1 FR 2707313 A1 FR2707313 A1 FR 2707313A1 FR 9308425 A FR9308425 A FR 9308425A FR 9308425 A FR9308425 A FR 9308425A FR 2707313 A1 FR2707313 A1 FR 2707313A1
- Authority
- FR
- France
- Prior art keywords
- connecting structure
- detachable
- superstructure
- versatile
- foundations
- 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
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
- E04H12/2261—Mounting poles or posts to the holder on a flat base
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
Abstract
L'invention se rapporte à tous types d'élévation de structures démontables provisoires ou définitives en en garantissant les mêmes sécurité et solidité que celles offertes par les constructions à caractère permanent et reposant sur des fondations traditionnelles. L'ensemble de liaison se compose de 3 parties essentielles: - la fondation en béton - le sabot métallique - l'ensemble du vérin à vis et ses liaisons à la superstructure.The invention relates to all types of elevation of temporary or permanent removable structures while guaranteeing the same security and solidity as those offered by constructions of a permanent nature and resting on traditional foundations. The connection assembly consists of 3 essential parts: - the concrete foundation - the metal shoe - the screw jack assembly and its connections to the superstructure.
Description
Structure d'ancrage et de liaison amovible et polyvalente pour ossatures préinfrastructurées.Removable and versatile anchoring and connecting structure for pre-framed frames.
La présente invention se rapporte à un dispositif de fondation permanent pour structures polyvalentes provisoires érigées lors de manifestations diverses sportives ou commerciales (tribunes, halls d'exposition, chapiteaux ou toutes constructions modulaires.The present invention relates to a permanent foundation device for temporary multipurpose structures erected during various sports or commercial events (stands, exhibition halls, marquees or all modular buildings.
Traditionnellement, ces structures reposent sur le sol par l'intermédiaire de plots de diverses natures, les inégalités du terrain étant compensées par des calages.Traditionally, these structures rest on the ground by means of studs of various natures, the inequalities of the ground being compensated by wedges.
Cette forme d'appui est instable du fait des variations de charges qu'elle supporte. En effet, en cas de soulèvement de la superstructure par des poussées dues au vent, des phénomènes ondulatoires ou vibratiles, ces calages n'étant plus chargés, ceux-ci peuvent se déplacer et, en ce cas, entraîner la ruine de l'édifice.This form of support is unstable because of the load variations that it supports. Indeed, in case of lifting of the superstructure by thrusts due to wind, wave or vibration phenomena, these wedges are no longer loaded, they can move and, in this case, cause the ruin of the building .
Le dispositif dont la description suit et objet de la présente revendication d'invention a pour but de palier à ces inconvénients en liaisonnant intimement la superstructure et le sol sur lequel elle repose, sans mise en place de calages mais par blocage à l'aide d'un ensemble réglable pouvant travailler aussi bien en compression qu'en traction et pouvant, de plus, absorber des forces horizontales par l'intermédiaire d'un longrinage en béton ou en métal fixé sur le sabot coiffant le massif béton. The device whose description follows and object of the present invention claim aims to overcome these drawbacks by intimately connecting the superstructure and the ground on which it rests, without setting up wedges but by locking with the aid of an adjustable assembly that can work both in compression and in traction and can, moreover, absorb horizontal forces via a longrinage concrete or metal attached to the hoof styling concrete.
Les massifs de fondation seront calculés suivant les méthodes traditionnelles des règles du béton armé et de la mécanique des sols au vu des sollicitations auxquelles ils seront soumis.The foundation blocks will be calculated according to the traditional methods of the rules of reinforced concrete and soil mechanics in view of the solicitations to which they will be subjected.
La superstructure (i) repose sur les massifs de fondation (12) par l'intermédiaire d'un vérin à vis (4) solidaire d'une pièce d'appui (2) par une broche (5), cette pièce d'appui (2) étant solidarisée à l'ossature (1) par une clavette (3).The superstructure (i) rests on the foundation blocks (12) via a screw jack (4) secured to a support piece (2) by a pin (5), this support piece (2) being secured to the frame (1) by a key (3).
L'appui au sol se compose d'un massif en béton armé évidé (12) dans lequel se trouvent accrochées des crosses d'ancrage (11) filetées à leur partie supérieure.The ground support consists of a hollow reinforced concrete mass (12) in which hooks are anchored (11) threaded at their upper part.
Sur ce massif vient se poser un sabot composé d'une plaque d'appui (9) percée de 4 trous dans lesquels passent les tiges des crosses d'ancrage (11) afin d'assurer le boulonnage de celle-ci.On this massif comes a hoof consisting of a support plate (9) pierced with 4 holes in which the rods pass anchors (11) to ensure the bolting thereof.
Cette plaque d'ancrage comporte solidairement un noyau central taraudé (8) autour duquel viennent se greffer les longrines si nécessaire.This anchor plate integrally comprises a central threaded core (8) around which are grafted the stringers if necessary.
Le réseau de longrinage peut éventuellement être relié directement avec les massifs béton. The skeleton network may possibly be directly connected with concrete blocks.
La reprise de la superstructure (1) ainsi que son réglage altimétrique
se trouvent réalisés par le vérin à vis (4), le blocage à la position
idéale étant assuré par l'ensemble contre écrou et rondelle.The recovery of the superstructure (1) and its altimetric adjustment
are achieved by the screw jack (4), the locking at the position
ideal being ensured by the assembly against nut and washer.
Afin de palier à tout acte de malveillance, cet ensemble de réglage se
trouve coiffé par un capot de protection verrouillable par cadenas ou par câble cadenassé.In order to overcome any malicious act, this set of adjustment is
is covered by a lockable padlock or lockable cable protection cover.
Après démontage de l'ensemble des pièces, l'évidement des massifs sera
occulté par une plaque affleurant le niveau du sol fini afin de restituer
une aire plane utilisable pour d'autres activités.After disassembly of all the parts, the recess of the massifs will be
occulted by a plate flush with the finished ground level in order to restore
a flat area that can be used for other activities.
L'ensemble de cette description se rapporte au croquis d'accompagnement
planche 1/1. This entire description refers to the accompanying sketch
board 1/1.
Claims (1)
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR9308425A FR2707313B1 (en) | 1993-07-08 | 1993-07-08 | Removable and versatile anchoring and connecting structure for pre-infrastructure frames. |
| AU72644/94A AU7264494A (en) | 1993-07-08 | 1994-07-07 | Detachable versatile anchoring and connecting construction for frameworks with prefabricated substructures |
| PCT/FR1994/000848 WO1995002094A1 (en) | 1993-07-08 | 1994-07-07 | Detachable versatile anchoring and connecting construction for frameworks with prefabricated substructures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR9308425A FR2707313B1 (en) | 1993-07-08 | 1993-07-08 | Removable and versatile anchoring and connecting structure for pre-infrastructure frames. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| FR2707313A1 true FR2707313A1 (en) | 1995-01-13 |
| FR2707313B1 FR2707313B1 (en) | 1999-02-26 |
Family
ID=9449076
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| FR9308425A Expired - Fee Related FR2707313B1 (en) | 1993-07-08 | 1993-07-08 | Removable and versatile anchoring and connecting structure for pre-infrastructure frames. |
Country Status (3)
| Country | Link |
|---|---|
| AU (1) | AU7264494A (en) |
| FR (1) | FR2707313B1 (en) |
| WO (1) | WO1995002094A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7356390B2 (en) | 1999-06-29 | 2008-04-08 | Space Data Corporation | Systems and applications of lighter-than-air (LTA) platforms |
| KR100419861B1 (en) * | 2002-03-21 | 2004-02-25 | 학교법인 한양학원 | Development of culture technique of Stentor roselii, a functional predator of freshwater algae |
| WO2022106363A1 (en) * | 2020-11-20 | 2022-05-27 | Anker Werk I Port Mukran Gmbh | Foundation for a tower of a wind turbine |
| DE102021105960A1 (en) * | 2020-11-20 | 2022-05-25 | Anker 5G UG i. Gr. (haftungsbeschränkt) | Foundation for a tower for a transmitter or for overhead line construction |
| DE102021129748A1 (en) * | 2020-11-20 | 2022-05-25 | Anker Werk I Port Mukran Gmbh | Foundation for a tower for a wind turbine |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3289369A (en) * | 1964-08-11 | 1966-12-06 | Spring City Foundry Company | Light standard base hold down |
| DE3512901A1 (en) * | 1985-04-11 | 1986-10-23 | Johann 8351 Mariaposching Wenninger | Column foot |
| WO1990012939A1 (en) * | 1989-04-27 | 1990-11-01 | David Arthur Coe | Positioning and levelling base |
-
1993
- 1993-07-08 FR FR9308425A patent/FR2707313B1/en not_active Expired - Fee Related
-
1994
- 1994-07-07 AU AU72644/94A patent/AU7264494A/en not_active Abandoned
- 1994-07-07 WO PCT/FR1994/000848 patent/WO1995002094A1/en active Application Filing
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3289369A (en) * | 1964-08-11 | 1966-12-06 | Spring City Foundry Company | Light standard base hold down |
| DE3512901A1 (en) * | 1985-04-11 | 1986-10-23 | Johann 8351 Mariaposching Wenninger | Column foot |
| WO1990012939A1 (en) * | 1989-04-27 | 1990-11-01 | David Arthur Coe | Positioning and levelling base |
Also Published As
| Publication number | Publication date |
|---|---|
| WO1995002094A1 (en) | 1995-01-19 |
| FR2707313B1 (en) | 1999-02-26 |
| AU7264494A (en) | 1995-02-06 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| ST | Notification of lapse | ||
| RN | Application for restoration | ||
| FC | Decision of inpi director general to approve request for restoration | ||
| ST | Notification of lapse |