EP0256959A1 - Polyester lost shuttering device for a foundation - Google Patents

Polyester lost shuttering device for a foundation Download PDF

Info

Publication number
EP0256959A1
EP0256959A1 EP87450017A EP87450017A EP0256959A1 EP 0256959 A1 EP0256959 A1 EP 0256959A1 EP 87450017 A EP87450017 A EP 87450017A EP 87450017 A EP87450017 A EP 87450017A EP 0256959 A1 EP0256959 A1 EP 0256959A1
Authority
EP
European Patent Office
Prior art keywords
formwork
polyester
formwork device
foundation
shuttering device
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Withdrawn
Application number
EP87450017A
Other languages
German (de)
French (fr)
Inventor
Louis Foulcher
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0256959A1 publication Critical patent/EP0256959A1/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation

Definitions

  • the present invention relates to a device for pouring the foundations of pavilions.
  • polyester formwork lost formwork
  • the device shown in Figure 2 has an element, (1) of angle, (2) of taper, (3) of crossing.
  • the polyester formwork (4) is laid on a sand bed. (3) leveling on part (7) this on the foundation line. Installation of scrap metal (II) on the part (8) at the bottom of the formwork (4). Block by the element (6), allowing to avoid the bursting of the formwork (4) when pouring. Pouring up to level (5).
  • This arrangement of sets eliminates the following I2 points. Land collapse, concrete + earth mixture, bad weather, leveling of concrete, agglos, waterproof levelings, adaptation to the ground, bottom facades, concrete losses, infiltration, unventilated crawl spaces, bricks of 0.05 chaining.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

The device goes under the name of COFRABLOC and is intended for use in installing shuttering (4) at the bottom of ditches (2) on sand bedding (3). When levelled on the parallel part (7) and the longitudinal part (6) after the installation, the shuttering (4) is locked by screwing on the element (6) and then filling the rest of the part (2) with earth. The reinforcement (11) is placed on the part (8), and the concrete is poured in up to the level (5) using the nozzle (12). Application especially to the foundations of houses with no more than one storey. <IMAGE>

Description

La presente invention conserne un dispositif pour le coulage des fondations des pavillons.The present invention relates to a device for pouring the foundations of pavilions.

Ses travaux sont éffectués traditionnellement comme suit terrassement a la pelle mécanique, arrangé a la pelle manuelle, puis pose de férrailles, puis coulage, puis arase étanche, puis élévation agglo, puis arase de nivellement pour recevoir le plancherIts work is carried out traditionally as follows earthwork with a mechanical shovel, arranged with a manual shovel, then laying of scrap, then pouring, then waterproof leveling, then agglo elevation, then leveling leveling to receive the floor

La présente invention permet de remédier a ces faits . Elle se présente d'un coffrage polyester dit (coffrage perdue) , pose en fonds de fouilles sur lit de sable .The present invention makes it possible to remedy these facts. It comes in a so-called polyester formwork (lost formwork), placed at the bottom of excavations on a sand bed.

Les dessins annéxés illustrent l'invention :

  • La figure I représente en coupe, le dispositif selon l'in­vention .
  • La figure 2 représente en plan, le dispositif selon l'in­vention .
  • La figure 3 représente en façade, le dispositif selon l'in­vention .
The attached drawings illustrate the invention:
  • Figure I shows in section, the device according to the invention.
  • Figure 2 shows in plan, the device according to the invention.
  • Figure 3 shows on the front, the device according to the invention.

Le dispositif representé sur la figure I fait ressortir, Iterrain naturel . (2) Fouilles. (3) Lit de sable . (4) COffrage . (5)Réservation plancher . (6)Bloquage . (7)Rejet d'eau de façade . (8)Renfort de semelle . (9)Vide sanitaire . (I0) Hauteur variable(selon le terrain) (II)Férailles . (I2)Entonnoir de coulage .The device shown in Figure I highlights, natural ground. (2) Excavations. (3) Sand bed. (4) Formwork. (5) Floor reservation. (6) Blocking. (7) Front water discharge. (8) Sole reinforcement. (9) Crawl space. (I0) Variable height (depending on the terrain) (II) Férailles. (I2) Pouring funnel.

Le dispositif représenté sur la figure 2, se comporte d'élément, (1)d'angle, (2)de refent, (3)de croisement .The device shown in Figure 2, has an element, (1) of angle, (2) of taper, (3) of crossing.

Le dispositif représenté la figure 3, de dimention standart faisant ressortir la face extérieure de l'élément (4),élément(6), élément (7). Le coffrage de polyester (4) se pose sur lit de sable. (3) mise a niveau sur la partie (7)ceci sur le linéaire de fondation. Pose de férailles (II) sur la partie(8)en fonds de coffrage(4). Bloquer par l'élément (6), Permttant d'éviter l'éclatement du coffrage (4) au coulage. Coulage s' éffectuant jesqu'au niveau (5).The device represented in FIG. 3, of standard size showing the external face of the element (4), element (6), element (7). The polyester formwork (4) is laid on a sand bed. (3) leveling on part (7) this on the foundation line. Installation of scrap metal (II) on the part (8) at the bottom of the formwork (4). Block by the element (6), allowing to avoid the bursting of the formwork (4) when pouring. Pouring up to level (5).

Se dispositif d'ensembles élimine les I2 points suivant . Effrondement des terres, mélange béton + terre, les intempéries, nivellement du béton, les agglos, les arases étanches, l'adap­tation au sol, les bas de façades, les pertes de béton, les infiltrations, les vides sanitaires non ventilés, les briques de 0,05 de chaînages .This arrangement of sets eliminates the following I2 points. Land collapse, concrete + earth mixture, bad weather, leveling of concrete, agglos, waterproof levelings, adaptation to the ground, bottom facades, concrete losses, infiltration, unventilated crawl spaces, bricks of 0.05 chaining.

Claims (6)

I) Dispositif de coffrage perdu (4) caractérisé en ce qu'il se pose sur lit de sable (3) en ce qu'après son réglage on pose des armatures (II) et on procéde au coulage du béton .I) Lost formwork device (4) characterized in that it is placed on a sand bed (3) in that after its adjustment, reinforcements (II) are applied and the concrete is poured. 2) DISPOSITIF de coffrage selon la revendication (I) carac­térisé par sa mise a niveau sur sa partie (7) .2) formwork device according to claim (I) characterized by its leveling on its part (7). 3) Dispositif de coffrage selon la revendication (I) caract­érisé par la pose des armatures sur sa partie (8) .3) Formwork device according to claim (I) characterized by the installation of the reinforcements on its part (8). 4) Dispositif de coffrage selon la revendication (I) caract­érisépar son blocage (6) évitant l'éclatement du coffrage .4) Formwork device according to claim (I) characterized by its blocking (6) preventing the bursting of the formwork. 5) Dispositif de coffrage selon la revendication (I) caract­érisé par le coulage s'éffectuant jusqu'à la partie (5) destiné a recevoir le plancher .5) Formwork device according to claim (I) characterized by the pouring taking place up to the part (5) intended to receive the floor. 6) Dispositif de coffrage selon la revendication (I) caract­érisé par la variation de hauteur (I0) destiné a l'adaptation au sol des terrains naturel .6) Formwork device according to claim (I) characterized by the height variation (I0) intended for adaptation to the ground of natural terrain.
EP87450017A 1986-08-06 1987-07-07 Polyester lost shuttering device for a foundation Withdrawn EP0256959A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8611601A FR2602529B1 (en) 1986-08-06 1986-08-06 LOST POLYESTER FORMWORK FOR FOUNDATION
FR8611601 1986-08-06

Publications (1)

Publication Number Publication Date
EP0256959A1 true EP0256959A1 (en) 1988-02-24

Family

ID=9338209

Family Applications (1)

Application Number Title Priority Date Filing Date
EP87450017A Withdrawn EP0256959A1 (en) 1986-08-06 1987-07-07 Polyester lost shuttering device for a foundation

Country Status (2)

Country Link
EP (1) EP0256959A1 (en)
FR (1) FR2602529B1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2240350A (en) * 1989-10-11 1991-07-31 Imer Forming foundation beams
GB2399358A (en) * 2003-03-12 2004-09-15 Ultraframe Uk Ltd Plastics shuttering for base of building, e.g. extension
DE10341647A1 (en) * 2003-09-10 2005-04-21 Klaus Wabbels Pad foundation for buildings of light-weight materials has strip foundations of foundation boxes filled with re-useable weighting material, e.g. sand and stones from excavations
WO2008139175A2 (en) * 2007-05-12 2008-11-20 Shire Structures Limited Composite ground beams
WO2012053021A1 (en) 2010-10-20 2012-04-26 Massimo Martigli Assemblable disposable shuttering for constructing modular formworks for making concrete foundations

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2273636A1 (en) * 1974-06-04 1976-01-02 Desse Freres Anciens Ets Bearing column foundation shuttering device - has truncated pyramidal form with projecting reinforcement
EP0141465A2 (en) * 1983-11-04 1985-05-15 Dow Chemical (Nederland) B.V. A method of building a foundation, and shuttering unit for the application of said method
DE3436690A1 (en) * 1983-11-10 1985-05-23 Carl, Heinz, Ing.(grad.), 8644 Pressig Formwork for foundation parts
FR2580011A1 (en) * 1985-04-04 1986-10-10 Bernel Maurice Method for building the foundations of a construction, formwork intended for the implementation of this method, and construction thus obtained

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2273636A1 (en) * 1974-06-04 1976-01-02 Desse Freres Anciens Ets Bearing column foundation shuttering device - has truncated pyramidal form with projecting reinforcement
EP0141465A2 (en) * 1983-11-04 1985-05-15 Dow Chemical (Nederland) B.V. A method of building a foundation, and shuttering unit for the application of said method
DE3436690A1 (en) * 1983-11-10 1985-05-23 Carl, Heinz, Ing.(grad.), 8644 Pressig Formwork for foundation parts
FR2580011A1 (en) * 1985-04-04 1986-10-10 Bernel Maurice Method for building the foundations of a construction, formwork intended for the implementation of this method, and construction thus obtained

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2240350A (en) * 1989-10-11 1991-07-31 Imer Forming foundation beams
GB2399358A (en) * 2003-03-12 2004-09-15 Ultraframe Uk Ltd Plastics shuttering for base of building, e.g. extension
GB2399358B (en) * 2003-03-12 2006-07-05 Ultraframe Uk Ltd Base for a building structure
DE10341647A1 (en) * 2003-09-10 2005-04-21 Klaus Wabbels Pad foundation for buildings of light-weight materials has strip foundations of foundation boxes filled with re-useable weighting material, e.g. sand and stones from excavations
DE10341647B4 (en) * 2003-09-10 2006-03-02 Klaus Wabbels Flat foundation for a building made of lightweight construction material and method for the production and dismantling of the flat foundations
WO2008139175A2 (en) * 2007-05-12 2008-11-20 Shire Structures Limited Composite ground beams
WO2008139175A3 (en) * 2007-05-12 2009-02-19 Shire Structures Ltd Composite ground beams
GB2462769A (en) * 2007-05-12 2010-02-24 Shire Structures Ltd Composite ground beams
GB2462769B (en) * 2007-05-12 2012-02-08 Shire Structures Ltd Composite ground beams
WO2012053021A1 (en) 2010-10-20 2012-04-26 Massimo Martigli Assemblable disposable shuttering for constructing modular formworks for making concrete foundations

Also Published As

Publication number Publication date
FR2602529B1 (en) 1989-09-22
FR2602529A1 (en) 1988-02-12

Similar Documents

Publication Publication Date Title
US5588784A (en) Soil or rock nail wall with outer face and method of constructing the same
JP3054635B2 (en) Construction method of attached structure
KR100890697B1 (en) Excavation-tunnel type Construction method of open tunnel-part
EP0256959A1 (en) Polyester lost shuttering device for a foundation
JP2899463B2 (en) Material
KR100440091B1 (en) Structure of Block type retaining wall and Construction Method thereof
KR101525942B1 (en) Method for slope reinforcement construction using the ground improvement product
JPS6046213B2 (en) Stable construction method for ground with steep slopes or existing embankments
JP3168197B2 (en) Caisson anchor structure and construction method
KR200224758Y1 (en) Structure of caisson soil protection four concret caisson
JP3234820B2 (en) Retaining wall construction method and construction of retaining wall for building residential land
KR102554659B1 (en) A Construction method of retaining wall using foundations of existing structure
JPH0726569A (en) Pile foundation construction method for structure exposed to partial earth pressure
KR100975847B1 (en) Retaining wall-block having guide cover for formation of strut block and method for constructing retaining wall using the same
JPS6128772B2 (en)
JPS5921831A (en) Reverse placement work
JPH09228395A (en) Retaining wall structure
JP2000297403A (en) Passage and construction method therefor
KR100386298B1 (en) Method and device for slope stabilize of using injection concrete
JPS6016535B2 (en) How to form retaining walls and underground walls
KR20000059203A (en) Retaining Wall Construction Method
RU1791541C (en) Method for erection of padded support structure in soil
RU2059753C1 (en) Method for erecting underground storehouse
JPH08326076A (en) Precast board for drainage at back of retaining wall body and constructing method of retaining wall using the same
KR810001999Y1 (en) Manhole for underground cable tube

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): BE CH DE ES GB IT LI

17P Request for examination filed

Effective date: 19880414

17Q First examination report despatched

Effective date: 19881219

111L Licence recorded

Free format text: 0100 SAEZ GILBERT

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19940525

APAF Appeal reference modified

Free format text: ORIGINAL CODE: EPIDOSCREFNE