EP0031773A2 - Modulares vertikales Bauelement zur Verwendung in Stützkonstruktionen und Verfahren zur Herstellung dieser Konstruktionen - Google Patents

Modulares vertikales Bauelement zur Verwendung in Stützkonstruktionen und Verfahren zur Herstellung dieser Konstruktionen Download PDF

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Publication number
EP0031773A2
EP0031773A2 EP80401837A EP80401837A EP0031773A2 EP 0031773 A2 EP0031773 A2 EP 0031773A2 EP 80401837 A EP80401837 A EP 80401837A EP 80401837 A EP80401837 A EP 80401837A EP 0031773 A2 EP0031773 A2 EP 0031773A2
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EP
European Patent Office
Prior art keywords
fact
recesses
closed
modular
vertical
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.)
Ceased
Application number
EP80401837A
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English (en)
French (fr)
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EP0031773A3 (de
Inventor
Edmond Henri Marie Balzer
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Individual
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Individual
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Publication date
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=9233372&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0031773(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of EP0031773A2 publication Critical patent/EP0031773A2/de
Publication of EP0031773A3 publication Critical patent/EP0031773A3/de
Ceased legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
    • 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
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/0075—Swimming or splash baths or pools made of concrete
    • E04H4/0087—Swimming or splash baths or pools made of concrete with walls prefabricated and floor cast in situ

Definitions

  • the present invention relates to the construction of civil engineering works and building structural work, and more particularly to that of works intended for retention.
  • the first relates to the works built on site, in which the part on the ground, horizontal in general, called foundation slab or foundation, is poured first, leaving pending reinforcements or arrangements necessary for the connection of this part of the work with the vertical part. Then construction continues with the installation of the vertical part of the structure which transmits to the foundation the forces due to loads of all kinds and / or to the thrusts of solids and / or liquids. To do this, the formwork, reinforcement and casting of this part are carried out with conventional and usual means: wooden or metal formwork, reinforcement mounted on site, pouring of concrete between the forms.
  • the second process concerns totally or partially prefabricated structures.
  • the works totally manufactured in advance in the workshop come in the form of an L or an inverted tee, or even in the more complicated form of monolithic elements with a surface of rest on the ground incorporated into their structure.
  • the works partially manufactured in advance in the workshop are, in turn, in the form of L having steels, waiting on one side, and which make it possible to carry out a complementary casting on one side of the foundation relative to the vertical part of the structure, either on the side where the thrust takes place, or on the opposite side.
  • the applicant has therefore carried out research which has resulted in the use of the vertical modular element of construction which is the subject of the invention and remarkable by the fact that its base includes recesses drawing support legs of the above element and one or more steel loops, closed and arranged in the above recesses in vertical planes, to be inserted in the frame a sole intended to lay the foundations of at least one modular element, and more commonly called foundation sole.
  • the foundation sole is scrapped and poured only after the installation of the modular elements which constitute the vertical or oblique structure of the structure.
  • the present invention provides the prefabricated vertical walls with the following specific construction arrangements, according to the cases hereinafter envisaged.
  • the retention wall is made up of modular elements of rectangular or trapezoidal section.
  • the aforesaid loops appearing in the recesses of the elements are formed by U-shaped steel bars whose vertical branches on the one hand are embedded in the concrete of the upper part of each element so as to ensure anchoring perfect and the transmission of vertical pulls, and whose base on the other hand draws the contours of said loops.
  • the retaining feet formed by the edges of the recesses are then used to form concrete "legs", reinforced or not, which transmit the weight of the prefabricated element to a laying floor, and which allow the loops to be released completely when the he modular element is in a standing position, position to ensure its vertical retention function.
  • the main reinforcing steels of the foundation sole are determined in number and of a diameter sufficient to pass between the retaining feet and between the closed loops, and their position in the horizontal direction is free until the moment when the foundation concrete.
  • the reinforcements of the sole or the raft can slide freely under the element passing between the retaining feet and between the closed loops, so that one can vary at will the position of the horizontal reinforcement of the sole with respect to the modular element already positioned on a laying floor.
  • the retention wall is made up of modular T-section elements with one or more vertical branches.
  • the modular element consists of a compression table defined by the horizontal branch of the tee, and one or more ribs defined by the vertical branch or branches of the tee.
  • one or more recesses are provided in their legs and draw support feet whose height is greater than that of the closed loops and is equal to the thickness of the foundation sole.
  • the recesses in the table determine the "front" legs and the recess in each rib determines the "rear" leg in which a closed loop is partially embedded.
  • This (or these, depending on the number of "rear” feet) loop (s) is used to transmit the forces received by the vertical wall to the foundation sole subsequently poured, regardless of the direction of the forces applied to the book.
  • the modular element 1 therefore rests on the foundation floor 2 by its three front legs Pa and rear Pb, between which (Cf. Fig. 5 and 6) are slid, perpendicular to the plane of the table la, the main steels a 1 of reinforcement of the future foundation sole, arranged either in the form of a U, or in the form of two independent plies, so that their height h 1 is less than that, h 2 , of the legs Pa and Pb of element 1.
  • This arrangement makes it possible to easily move the reinforcement of said sole in the recess e l , before the “casting” operation of the latter.
  • Distribution steels, or stirrups, at 2 are then installed to reinforce and bond between them the steels at 1 before the concrete 3 of the foundation sole S is poured, as shown by the arrow G in FIG. 7
  • the thickness of the sole S thus produced is slightly greater than the height h 2 of the legs Pa and Pb.
  • FIG. 8 represents a variant of the element 1 described above.
  • the modular element 10 illustrated comprises two ribs 1b and, in consequently, two recesses e 23 two rear legs Pb and two loops B1.
  • Figures 9 and 10 show a modular element 20 according to the invention and having a rectangular section.
  • the base of this element comprises support feet, either four (two before Pa and two rear Pb - Cf. fig. 9), or three (two before Pa and one rear Pb - Cf. fig. 10), and a plurality of loops Bl juxtaposed so as to allow their crossing with the reinforcement steels a 1 of the foundation sole S.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Retaining Walls (AREA)
  • Foundations (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
EP80401837A 1979-12-28 1980-12-22 Modulares vertikales Bauelement zur Verwendung in Stützkonstruktionen und Verfahren zur Herstellung dieser Konstruktionen Ceased EP0031773A3 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR7932164 1979-12-28
FR7932164A FR2472649A1 (fr) 1979-12-28 1979-12-28 Realisation d'un encastrement provisoirement independant d'une piece prefabriquee en beton dans son systeme de fondation

Publications (2)

Publication Number Publication Date
EP0031773A2 true EP0031773A2 (de) 1981-07-08
EP0031773A3 EP0031773A3 (de) 1981-09-23

Family

ID=9233372

Family Applications (1)

Application Number Title Priority Date Filing Date
EP80401837A Ceased EP0031773A3 (de) 1979-12-28 1980-12-22 Modulares vertikales Bauelement zur Verwendung in Stützkonstruktionen und Verfahren zur Herstellung dieser Konstruktionen

Country Status (5)

Country Link
US (1) US4432176A (de)
EP (1) EP0031773A3 (de)
CA (1) CA1157281A (de)
ES (1) ES8200938A1 (de)
FR (1) FR2472649A1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2555623A1 (fr) * 1983-11-30 1985-05-31 Rousset Michel Dispositif de construction en beton, en prefabrique, applicable en particulier aux murs de soutenement et ouvrages similaires
FR2621059A1 (fr) * 1987-09-29 1989-03-31 Antoniazzi Alain Element prefabrique en vue de la construction d'edifices, procede de construction a l'aide de ces elements prefabriques et edifices ainsi obtenus
BE1006446A3 (nl) * 1992-12-10 1994-08-30 Beyens Paul Prefab gewapend betonnen wandelement voor kelders.

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4605336A (en) * 1984-07-12 1986-08-12 Slaw Sr Robert A Joint construction of concrete members
ES2065800B1 (es) * 1992-02-06 1997-10-16 Irusta Bilbao Ignacio Procedimiento de realizacion de muros de contencion y estructura obtenida con este procedimiento.
ES2112097B1 (es) * 1994-02-08 1998-11-16 Armengou Orus Jaime Valentin Perfeccionamientos en la construccion de apoyos para muros de prefabricado.
US5493834A (en) * 1994-04-15 1996-02-27 Mitek Holdings, Inc. Building structures, methods of construction, and wall framing section therefor
US5493838A (en) * 1994-05-06 1996-02-27 Ross; David Method of constructing a concrete basement from prefabricated concrete panels
US5669737A (en) * 1995-07-27 1997-09-23 Equilbec; Michel Wall retention system
US5865001A (en) * 1997-02-21 1999-02-02 We-Mar, Inc. Prefabricated wall panels connecting system
US6003278A (en) * 1997-12-11 1999-12-21 We-Mar, Inc. Monolithic stud form for concrete wall production
GB9822784D0 (en) * 1998-10-20 1998-12-16 Stoodley William R C Volumetric modular building system
ES2177440B1 (es) * 2000-12-15 2003-11-01 Orus Jaime Valentin Armengou Perfeccionamientos en el apoyo para muros de prefabricado.
GB2371074B (en) * 2001-01-09 2003-06-04 Sapa Building Systems Ltd Improvements in or relating to glazing frame members
SE532258C2 (sv) * 2007-05-08 2009-11-24 Bau How As Förfarande för att låta förena två modulenheter med varandra samt en huskropp sålunda förenad
US20120017522A1 (en) * 2010-07-22 2012-01-26 Hanback John W Advanced construction using precision adjustment, joining and strengthening techniques
US20140270990A1 (en) * 2013-03-15 2014-09-18 Utility Concrete Products, Llc Precast concrete retaining wall
IT201900010014A1 (it) * 2019-06-25 2020-12-25 Lpm S R L Laterizi Prefabbricati Mondovi Modulo prefabbricato per la costruzione edile di vano ascensore e/o vano scala
FR3120081B3 (fr) * 2021-02-19 2023-02-24 Emmanuel Julliand Module de construction pour piscine, piscine associée et procédé de réalisation d’une piscine

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2120233A5 (de) * 1970-10-29 1972-08-18 Guyard Pierre
FR2185117A5 (de) * 1972-05-17 1973-12-28 Balzer Edmond
FR2287564A2 (fr) * 1974-10-11 1976-05-07 Desjoyaux Jean Procede de construction de piscines et les elements suivant ce procede

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1409409A1 (de) * 1959-07-07 1969-05-08 Pritzker Dipl Ing David Verfahren zur Herstellung von Fluessigkeitsbehaeltern aus vorgefertigten Teilen
CH482896A (fr) * 1967-10-24 1969-12-15 Miege Gabriel Piscine préfabriquée et procédé de fabrication de celle-ci
FR2034179A1 (de) * 1969-02-18 1970-12-11 Bcti
US3812637A (en) * 1972-01-03 1974-05-28 Y Yang Method for erecting a reinforced concrete building
US4145861A (en) * 1975-01-07 1979-03-27 Ralph Yarnick Building construction method and system

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2120233A5 (de) * 1970-10-29 1972-08-18 Guyard Pierre
FR2185117A5 (de) * 1972-05-17 1973-12-28 Balzer Edmond
FR2287564A2 (fr) * 1974-10-11 1976-05-07 Desjoyaux Jean Procede de construction de piscines et les elements suivant ce procede

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2555623A1 (fr) * 1983-11-30 1985-05-31 Rousset Michel Dispositif de construction en beton, en prefabrique, applicable en particulier aux murs de soutenement et ouvrages similaires
FR2621059A1 (fr) * 1987-09-29 1989-03-31 Antoniazzi Alain Element prefabrique en vue de la construction d'edifices, procede de construction a l'aide de ces elements prefabriques et edifices ainsi obtenus
BE1006446A3 (nl) * 1992-12-10 1994-08-30 Beyens Paul Prefab gewapend betonnen wandelement voor kelders.

Also Published As

Publication number Publication date
ES498613A0 (es) 1981-11-16
EP0031773A3 (de) 1981-09-23
US4432176A (en) 1984-02-21
FR2472649B1 (de) 1983-07-18
CA1157281A (fr) 1983-11-22
ES8200938A1 (es) 1981-11-16
FR2472649A1 (fr) 1981-07-03

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