WO1995002094A1 - Detachable versatile anchoring and connecting construction for frameworks with prefabricated substructures - Google Patents

Detachable versatile anchoring and connecting construction for frameworks with prefabricated substructures Download PDF

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Publication number
WO1995002094A1
WO1995002094A1 PCT/FR1994/000848 FR9400848W WO9502094A1 WO 1995002094 A1 WO1995002094 A1 WO 1995002094A1 FR 9400848 W FR9400848 W FR 9400848W WO 9502094 A1 WO9502094 A1 WO 9502094A1
Authority
WO
WIPO (PCT)
Prior art keywords
foundation
frameworks
detachable
ensuring
permanent
Prior art date
Application number
PCT/FR1994/000848
Other languages
French (fr)
Inventor
Jean-Claude Mathon
Original Assignee
Lysy, Jean-Claude
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 Lysy, Jean-Claude filed Critical Lysy, Jean-Claude
Priority to AU72644/94A priority Critical patent/AU7264494A/en
Publication of WO1995002094A1 publication Critical patent/WO1995002094A1/en

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

Definitions

  • the present invention relates to a permanent foundation device for temporary multipurpose structures erected during various sporting or commercial events (stands, exhibition halls, marquees or any modular buildings.
  • the foundation mass will be calculated according to traditional methods of the rules of reinforced concrete and soil mechanics in view of the stresses to which they will be subjected.
  • the superstructure (1) rests on the foundation blocks (12) by means of a screw jack (4) secured to a support piece (2) by a pin (5), this piece support (2) being secured to the frame (1) by a key (3).
  • the ground support consists of a hollow reinforced concrete block (12) in which are hung anchor brackets (11) threaded at their upper part.
  • this block On this block comes a shoe composed of a support plate (9) pierced with 4 holes through which pass the rods of the anchor brackets (11) to ensure the bolting thereof.
  • This anchoring plate integrally includes a central threaded core (8) around which are joined the sills if necessary.
  • the beam network can eventually be directly connected to the concrete blocks.
  • the recovery of the superstructure (1) as well as its altimetric adjustment are carried out by the screw jack ( 4 ) , the blocking in the ideal position being ensured by the assembly against nut and washer.
  • this adjustment assembly is capped by a protective cover lock i 1 lable by padlock or by padlocked cable. After dismantling all the parts, the recess of the solid masses will be obscured by a plate flush with the finished floor level in order to restore a flat area usable for other activities.
  • the whole of this description relates to the accompanying sketch sheet 1/1.

Abstract

For erecting any kind of temporary or permanent collapsible structure while ensuring the same standards of safety and strength as those of permanent structures built on conventional foundations, a connecting assembly comprising three main portions, i.e. a concrete foundation (12), a metal block (8, 9), and a screw jack assembly (4) with members joining same to the superstructure, is provided.

Description

- i - - i -
Structure d'ancrage et de liaison amovible et polyvalente pour ossatures préinfrastructurées.Removable and versatile anchoring and connecting structure for pre-infrastructure structures.
La présente invention se rapporte à un dispositif de fondation permanent pour structures polyvalentes provisoires érigées lors de manifesta ions diverses sportives ou commerciales (tribunes, halls d'exposition, chapi¬ teaux ou toutes cons ructions modulaires.The present invention relates to a permanent foundation device for temporary multipurpose structures erected during various sporting or commercial events (stands, exhibition halls, marquees or any modular buildings.
Traditionnellemen , ces structures reposent sur le sol par l ' in ermédiaire de plots de diverses natures, les inégalités du terrain étant compensées par des calâges . Cette forme d'appui est instable du fait des variations de charges qu'elle supporte. En effet, en cas de soulèvement de la superstruc ure 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. Le dispositif dont la description suit et objet de la présente revendica¬ tion 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 pou¬ vant 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. Les massifs de fondation seront calculés suivant les méthodes tradi ionnel¬ les des règles du Béton armé et de la mécanique des sols au vu des sollici¬ tations auxquelles ils seront soumis. La supers ructure (1 ) repose sur les massifs de fondation (12) par l'inter¬ médiaire 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). 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 superieure.Traditionally, these structures rest on the ground by means of studs of various natures, the unevenness of the ground being compensated by calâges. This form of support is unstable due to the variations in loads that it supports. Indeed, in case of uplift of the superstructure by thrusts due to the wind, wave or vibratory phenomena, these wedges are no longer loaded, these can move and, in this case, cause the ruin of the building. The device, the description of which follows and which is the subject of the present invention's invention, aims to overcome these drawbacks by intimately connecting the superstructure and the ground on which it rests, without setting up wedges but by blocking them. using an adjustable assembly that can work both in compression and in traction and that can, moreover, absorb horizontal forces • via a concrete or metal beam fixed on the shoe covering the concrete block . The foundation mass will be calculated according to traditional methods of the rules of reinforced concrete and soil mechanics in view of the stresses to which they will be subjected. The superstructure (1) rests on the foundation blocks (12) by means of a screw jack (4) secured to a support piece (2) by a pin (5), this piece support (2) being secured to the frame (1) by a key (3). The ground support consists of a hollow reinforced concrete block (12) in which are hung anchor brackets (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. Cette plaque d'ancrage comporte solidairement un noyau central taraudé (8) autour duquel viennent se greffer les longrines si nécessaire. Le réseau de longrinage peut éven uellemen être relié directement avec les massifs béton. 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. Afin de palier à tout acte de malveillance, cet ensemble de réglage se trouve coiffé par un capot de protection verrou i 1 lable par cadenas ou par câble cadenassé. 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. L'ensemble de cette description se rapporte au croquis d'accompagnement planche 1 /1. On this block comes a shoe composed of a support plate (9) pierced with 4 holes through which pass the rods of the anchor brackets (11) to ensure the bolting thereof. This anchoring plate integrally includes a central threaded core (8) around which are joined the sills if necessary. The beam network can eventually be directly connected to the concrete blocks. The recovery of the superstructure (1) as well as its altimetric adjustment are carried out by the screw jack ( 4 ) , the blocking in the ideal position being ensured by the assembly against nut and washer. In order to mitigate any malicious act, this adjustment assembly is capped by a protective cover lock i 1 lable by padlock or by padlocked cable. After dismantling all the parts, the recess of the solid masses will be obscured by a plate flush with the finished floor level in order to restore a flat area usable for other activities. The whole of this description relates to the accompanying sketch sheet 1/1.

Claims

REVENDICATIONS
Structure d'ancrage et de liaison amovible et polyvalente pour ossatures préinfrastructurées.Removable and versatile anchoring and connecting structure for pre-infrastructure structures.
Caractérisée par le fait qu'elle comporte :Characterized by the fact that it includes:
ΛΛ
- un sabot métallique 8 - 9 assurant la liaison vérin/massif de fondation V une liaison entre massif par un longrinage amovible.- a metal shoe 8 - 9 ensuring the jack / foundation foundation link V a connection between frame by a removable beam.
De plus, toute autre utilisation de ce même sabot par spitage ou tous scellements divers sur fondations existantes ou à créer.In addition, any other use of this same shoe by spitting or all various seals on existing foundations or to be created.
__
- un massif de fondation avec evidement permanent permettant le démontage intégral de toute superstructure à caractère provisoire ou définitif.- a foundation block with permanent recess allowing the complete dismantling of any superstructure of a temporary or permanent nature.
-i - un ensemble de réglage par vérin à vis servant à compenser les dénivella¬ tions dues aux pentes de la plateforme ou aux inégalités entre massifs, cet ensemble pouvant travailler aussi bien en compression qu'en traction,-i - a set of adjustment by screw jack used to compensate for the differences in level due to the slopes of the platform or to the inequalities between massifs, this set being able to work both in compression and in traction,
- un capot de protection verrouillable garantissant la protection du système de réglage décrit ci-dessus. r - un noyau central taraudé pouvant être assimilé à une douille incorpora- ble par scellement dans toutes fondations existantes ou à créer. - a lockable protective cover ensuring the protection of the adjustment system described above. r - a threaded central core that can be assimilated to a socket that can be incorporated by sealing into all existing or new foundations.
PCT/FR1994/000848 1993-07-08 1994-07-07 Detachable versatile anchoring and connecting construction for frameworks with prefabricated substructures WO1995002094A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU72644/94A AU7264494A (en) 1993-07-08 1994-07-07 Detachable versatile anchoring and connecting construction for frameworks with prefabricated substructures

Applications Claiming Priority (2)

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.
FR93/08425 1993-07-08

Publications (1)

Publication Number Publication Date
WO1995002094A1 true WO1995002094A1 (en) 1995-01-19

Family

ID=9449076

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/FR1994/000848 WO1995002094A1 (en) 1993-07-08 1994-07-07 Detachable versatile anchoring and connecting construction for frameworks with prefabricated substructures

Country Status (3)

Country Link
AU (1) AU7264494A (en)
FR (1) FR2707313B1 (en)
WO (1) WO1995002094A1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100419861B1 (en) * 2002-03-21 2004-02-25 학교법인 한양학원 Development of culture technique of Stentor roselii, a functional predator of freshwater algae
US9519045B2 (en) 1999-06-29 2016-12-13 Space Data Corporation Systems and applications of lighter-than-air (LTA) platforms
WO2022106357A1 (en) * 2020-11-20 2022-05-27 Anker 5G Ug (Haftungsbeschränkt) I.G. Foundation for a tower of a transmitting station or for overhead-line construction
WO2022106371A1 (en) * 2020-11-20 2022-05-27 Anker 5G Ug (Haftungsbeschränkt) I.G. Foundation for a tower of a transmitting station or for overhead-line construction
WO2022106363A1 (en) * 2020-11-20 2022-05-27 Anker Werk I Port Mukran Gmbh Foundation for a tower of a wind turbine

Citations (3)

* Cited by examiner, † Cited by third party
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

Patent Citations (3)

* Cited by examiner, † Cited by third party
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

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9519045B2 (en) 1999-06-29 2016-12-13 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
WO2022106357A1 (en) * 2020-11-20 2022-05-27 Anker 5G Ug (Haftungsbeschränkt) I.G. Foundation for a tower of a transmitting station or for overhead-line construction
WO2022106371A1 (en) * 2020-11-20 2022-05-27 Anker 5G Ug (Haftungsbeschränkt) I.G. Foundation for a tower of a transmitting station or for overhead-line construction
WO2022106368A1 (en) * 2020-11-20 2022-05-27 Anker Werk I Port Mukran Gmbh Foundation for a tower of a wind turbine
WO2022106363A1 (en) * 2020-11-20 2022-05-27 Anker Werk I Port Mukran Gmbh Foundation for a tower of a wind turbine

Also Published As

Publication number Publication date
FR2707313A1 (en) 1995-01-13
AU7264494A (en) 1995-02-06
FR2707313B1 (en) 1999-02-26

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