EP0040064A2 - Méthode pour la fabrication d'une construction de bâtiment en béton ou similaire, et unité structurale de moule utilisée dans cette méthode - Google Patents

Méthode pour la fabrication d'une construction de bâtiment en béton ou similaire, et unité structurale de moule utilisée dans cette méthode Download PDF

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Publication number
EP0040064A2
EP0040064A2 EP81302049A EP81302049A EP0040064A2 EP 0040064 A2 EP0040064 A2 EP 0040064A2 EP 81302049 A EP81302049 A EP 81302049A EP 81302049 A EP81302049 A EP 81302049A EP 0040064 A2 EP0040064 A2 EP 0040064A2
Authority
EP
European Patent Office
Prior art keywords
mould
unit
units
building
building composition
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Withdrawn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
EP81302049A
Other languages
German (de)
English (en)
Other versions
EP0040064A3 (fr
Inventor
Richard Michael Goodall
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.)
Aquatech Marketing Ltd
Original Assignee
Aquatech Marketing Ltd
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
Priority claimed from GB8039812A external-priority patent/GB2087947A/en
Application filed by Aquatech Marketing Ltd filed Critical Aquatech Marketing Ltd
Publication of EP0040064A2 publication Critical patent/EP0040064A2/fr
Publication of EP0040064A3 publication Critical patent/EP0040064A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
    • E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/26—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in all cavities in order to form a wall construction
    • 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
    • E04H4/0081—Swimming or splash baths or pools made of concrete with walls and floor cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
    • E04B2002/0217—Non-undercut connections, e.g. tongue and groove connections with separate protrusions of prismatic shape

Definitions

  • This invention relates to a method of making a building construction, especially a retaining wall, such as may be used in the construction of swimming pools, and to a constructional mould unit for use in the method.
  • the present invention provides in a first aspect a method of making a building construction, comprising the steps of providing a plurality of hollow mould units capable of interengaging with one another, erecting shuttering by building up the mould units to provide a hollow mould of interengaged mould units and filling at least the interior of the hollow mould with a flowable, settable building composition.
  • the method also includes the steps of providing at least one mould unit having an apertured side face, erecting the shuttering such that the apertured mould unit is in a lower portion of the hollow mould, supplying building composition to the lower portion, whereby building composition flows from the mould through the aperture and allowing the building composition to set, the building composition which has flowed from the mould providing a footing for the construction.
  • the building composition may be supplied in a first portion which forms at least the footings of the construction and a second portion to complete the construction.
  • the building construction may be a retaining wall, for example of a swimming pool, and in this case, the method may include the further steps of providing at least one further apertured mould unit, erecting the shuttering such that this further unit is in an upper portion of the hollow mould, and back-filling a cavity formed between the shuttering and earth to be retained by the wall, the second portion of building composition flowing through the aperture of the further mould unit to set into an anchoring beam in the example of a swimming pool, a ring beam, integral with on upper portion of the wall.
  • the invention provides in a second aspect a constructional mould unit for use in the above-defined method, the mould unit being generally cuboid and defining a single hollow interior, one or both opposed side walls of the unit being solid, two opposed ends of the unit being apertured and the top and bottom of the unit being apertured and shaped for interengagement when two or more mould units are erected into shuttering to provide a mould for receiving building composition.
  • Figures 1 and 2 illustrate a generally cuboid constructional mould unit formed of plastics material.
  • the unit 10 has opposed solid sides 12, opposed apertured ends 14, and a top 16 and bottom 18.
  • the bottom is completely open, as seen in Figure 2 whereas the top has an arrangement of collars or sleeves 20, the outer periphery of which conforms to the inner periphery of the bottom 1B of the unit.
  • units can be nested one on top of another with the sleeve portions 20 entering into the open bottom of another similar unit.
  • the unit shown in Figures 1 and 2 is a three-element unit, in that there are three square-section sleeve portions 20 at the top of the unit, thus enabling the units to be built up in staggered fashion, as shown in Figure 3.
  • the dimensions of the unit shown are approximately 300 mm long by 100 mm wide by 100 mm high to the shoulder 22 on which the next higher block rests.
  • the sleeves 20 extend approximately a further 20 mm higher than the shoulder 22. It will be appreciated that the unit may be of other dimensions, particularly multiples of basic element in the form of a 100 mm cube.
  • the unit defines a single communicating hollow interior, there being small supporting gussets 24 at the one-third and two-third positions along the length of the mould unit.
  • Figure 3 shows a wall in the process of being built using the units shown in Figures 1 and 2 to define shuttering for concrete 30.
  • the concrete can be poured in through the open sleeves 20 of the uppermost line of mould units, and because of the apertures at the end of the units and the fact that the units are essentially hollow, the concrete will tend to flow along the shuttering to provide an essentially level top surface for the concrete.
  • the structure provides a solid concrete wall, the surface of which is defined by the surface of the mould units. It is thus possible to provide a wall the strength of which is provided by the concrete, but the finish to which is provided by the plastic mould units.
  • a shaped moulding may be provided to latch onto the sleeves 20 of the uppermost line of units to provide a desired top finish to the wall.
  • the mould units may be used the other way up if so desired.
  • each of the three sleeve portions 20 is square in plan. It is therefore possible to form a right-angled corner using the mould units. In this case the apertured ends 14 at the corner may need to be covered by suitable clip-in blanks.
  • Figure 4 shows a modified mould unit which is approximately 200 mm long, having two square apertures along its top instead of three as shown in Figure 1.
  • the unit also carried lugs 32 near its bottom edge on the inside which engage with holes 34 in the sleeves 20 at the top of the next block below. In this way the blocks can be latched to each other in the vertical sense to improve the stability of the construction.
  • Small guide channels 36 can be provided above the holes 34 to enable the lugs 32 to slide into the holes under natural deformation of the plastics material from which the units are formed.
  • a single-element mould unit modified in the same way is shown in Figure 5.
  • a hole is dug of a size slightly larger than the size of the required swimming pool.
  • a wall is then built up of the mould units using appropriate bonding by staggering of the courses, as indicated in Figure 3.
  • the bottom two courses or so can be formed of modified units 40 which are open to one side, the closed side then facing inwardly of the pool.
  • the top course is likewise constructed of similar units.
  • the open sides can be formed by knock-out sections of the standard unit, or special units can be provided for these courses.
  • reinforcing rods 42 are inserted at defined spacings of e.g. 1.2 m.
  • the wall can be constructed with piers to give it extra strength, but this greatly increases the amount of concrete required and the complexity of the structure so it is preferred to use reinforcing rods.
  • the top of the wall can be finished attractively with paving slabs 48 laid on the ring beam.
EP81302049A 1980-05-09 1981-05-08 Méthode pour la fabrication d'une construction de bâtiment en béton ou similaire, et unité structurale de moule utilisée dans cette méthode Withdrawn EP0040064A3 (fr)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
GB8015667 1980-05-09
GB8015667 1980-05-09
GB8034507 1980-10-27
GB8034507 1980-10-27
GB8039812 1980-12-12
GB8039812A GB2087947A (en) 1980-05-09 1980-12-12 Permanent Formwork for Building Retaining Walls

Publications (2)

Publication Number Publication Date
EP0040064A2 true EP0040064A2 (fr) 1981-11-18
EP0040064A3 EP0040064A3 (fr) 1982-06-02

Family

ID=27260915

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81302049A Withdrawn EP0040064A3 (fr) 1980-05-09 1981-05-08 Méthode pour la fabrication d'une construction de bâtiment en béton ou similaire, et unité structurale de moule utilisée dans cette méthode

Country Status (2)

Country Link
EP (1) EP0040064A3 (fr)
GR (1) GR74898B (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2573802A1 (fr) * 1984-11-26 1986-05-30 Bach Philippe Piscine enterrable pourvue d'un coffrage
FR2712617A1 (fr) * 1993-11-18 1995-05-24 Sicheri Jean Dispositif permettant de réaliser une chape ou semelle après la construction des murs ou parois verticales entourant cette dernière.
WO1996031672A1 (fr) * 1995-04-03 1996-10-10 Jean Sicheri Dispositif permettant de realiser une chape ou semelle apres la construction des murs ou parois verticales entourant cette derniere
WO2005047613A1 (fr) * 2003-11-12 2005-05-26 David Watson Procede de construction et unites de moule
CN109208812A (zh) * 2018-09-20 2019-01-15 郑州锦源新型节能材料有限公司 一种仿失蜡铸模构筑工艺墙的方法
CN110847447A (zh) * 2019-11-28 2020-02-28 三一筑工科技有限公司 双皮墙连接结构

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2367147A1 (fr) * 1976-10-08 1978-05-05 Berna Henri Systeme de construction de defenses de berges constitue par des elements modulaires alveoles
CH613486A5 (en) * 1976-08-16 1979-09-28 Robert C Muggli Set of structural elements for producing walls

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH613486A5 (en) * 1976-08-16 1979-09-28 Robert C Muggli Set of structural elements for producing walls
FR2367147A1 (fr) * 1976-10-08 1978-05-05 Berna Henri Systeme de construction de defenses de berges constitue par des elements modulaires alveoles

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Cahiers du Centre Scientifique et Technique du Batiment, Cahier du CSTB No. 1211, Livraison 143, Octobre 1973 Paris (FR) "Avis sur le Mur IGLU" (Avis No. 16/73-07) *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2573802A1 (fr) * 1984-11-26 1986-05-30 Bach Philippe Piscine enterrable pourvue d'un coffrage
FR2712617A1 (fr) * 1993-11-18 1995-05-24 Sicheri Jean Dispositif permettant de réaliser une chape ou semelle après la construction des murs ou parois verticales entourant cette dernière.
WO1996031672A1 (fr) * 1995-04-03 1996-10-10 Jean Sicheri Dispositif permettant de realiser une chape ou semelle apres la construction des murs ou parois verticales entourant cette derniere
WO2005047613A1 (fr) * 2003-11-12 2005-05-26 David Watson Procede de construction et unites de moule
CN109208812A (zh) * 2018-09-20 2019-01-15 郑州锦源新型节能材料有限公司 一种仿失蜡铸模构筑工艺墙的方法
CN109208812B (zh) * 2018-09-20 2024-03-29 新疆展熠科技有限公司 一种仿失蜡铸模构筑工艺墙的方法
CN110847447A (zh) * 2019-11-28 2020-02-28 三一筑工科技有限公司 双皮墙连接结构
CN110847447B (zh) * 2019-11-28 2021-01-29 三一筑工科技有限公司 双皮墙连接结构

Also Published As

Publication number Publication date
EP0040064A3 (fr) 1982-06-02
GR74898B (fr) 1984-07-12

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Inventor name: GOODALL, RICHARD MICHAEL