EP0055504A1 - Method and structural element for erecting a building and building thus formed - Google Patents

Method and structural element for erecting a building and building thus formed Download PDF

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Publication number
EP0055504A1
EP0055504A1 EP81201399A EP81201399A EP0055504A1 EP 0055504 A1 EP0055504 A1 EP 0055504A1 EP 81201399 A EP81201399 A EP 81201399A EP 81201399 A EP81201399 A EP 81201399A EP 0055504 A1 EP0055504 A1 EP 0055504A1
Authority
EP
European Patent Office
Prior art keywords
structural elements
networks
chute
building
filling substance
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
Application number
EP81201399A
Other languages
German (de)
French (fr)
Other versions
EP0055504B1 (en
Inventor
Augustinus Wilhelmus Maria Bertels
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.)
Nagron Steel and Aluminium BV
Original Assignee
Nagron Steel and Aluminium BV
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 Nagron Steel and Aluminium BV filed Critical Nagron Steel and Aluminium BV
Priority to AT81201399T priority Critical patent/ATE14328T1/en
Publication of EP0055504A1 publication Critical patent/EP0055504A1/en
Application granted granted Critical
Publication of EP0055504B1 publication Critical patent/EP0055504B1/en
Expired 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
    • E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ

Definitions

  • the invention relates to a method of erecting a building in which panels are formed by pouring a filling substance in chute spaces against erected networks.
  • the invention has for its object to provide a simple method.
  • the panels are formed by chute spaces which are formed by filling with a filling substance structural elements consisting of frameworks and networks carried by said frameworks.
  • the building derives its solidity in the first place from the structural elements, whilst the filling substance contributes to the deformation resistance and to the preservation of the relative positions of said structural elements.
  • buildings of different shapes and dimensions can be readily established with a rectangular module.
  • the filling substance may be locally available rubble so .that at the same time the problem of rubble removal is solved.
  • the rubble may be a heterogenous mass and may consist of coarse or small lumps and grains.
  • the rubble is broken up into lumps of a size equal to the order of magnitude of the mesh of the network. In this way a firm engagement between the network and the debris lumps therein is obtained.
  • the building according to the invention is resistant to earthquakes and-fire both after and during the building activities.
  • the local population is capable of carrying this method into effect within a short period of time, which may help to overcome the apathy that may be felt after an earthquake.
  • rubble-filled panels have satisfactory insulating and climatological properties, particularly because of the inertia in heating up and cooling down.
  • a plaster layer is applied to the outer side of the filled space panel.
  • Unskilled labourers can apply plaster coating to a coarse substrate of gauze holding protruding brick parts. Yet, a solid wall is built up in this way with a well-finished appearance.
  • the coupling elements may be formed by simple metal hooks. When hooks operating as tensile members are arranged between the opposite networks of a chute space, the material of the networks may be thinner and/or the panel will have flatter side surfaces.
  • the invention furthermore relates to a building constructed by carrying out the method embodying the invention and to structural elements apparently intended to be employed in the method in accordance with the invention.
  • a building 1 of Fig. 1 is erected on a simple, substantially levelled-out, fairly hard ground 7, for example, of sand or rubble are formed standing panels 6 by forming chute spaces 3 by means of structural elements 2 and by filling out said spaces 3 with a filling substance 8.
  • the wires 12 are spotwelded to one another at crossings 13.
  • a chute space 3 is each time formed between two standing structural elements 2 at a relative distance g of 25 cms, intercoupled by means of coupling elements 9.
  • the coupling elements 9 are formed simply by a pull rod 17 having hook-like ends 18 inserted into holes 16 of the angular profiles 11.
  • Fig. 9 shows a further coupling element 20 having Z-shaped ends 21.
  • a pair of structural elements 2 as shown in Fig. 11 can be transported to the site in the form of a folded-up unit.
  • a pair of structural elements may be intercoupled by means of link-shaped coupling elements provided, for example, with locking means fixing them in their relative working positions.
  • the networks 5 are coupled with one another by means of hooks 22 (Fig. 12) operating as tensile members and distributed along the surface of the networks 5.
  • the hooks 22 may be shaped in the form of an S.
  • the neighbouring structural elements 2 are interconnected by means of tie elements 23 consisting of a reinforcing bar 24 having two bent-over ends 25 to be embedded in the filling substance 8 and being passed through holes 16 of angular profiles 11.
  • a narrow strip 27 of gauze of the same type as that of the network 5 can be inserted to locally close the chute space 3.
  • the filling substance 8 is poured into them preferably in alternating layers of rubble and cement mortar. If the cement mortar is thin-liquid, the cement mortar flowing across the networks 5 is collected and again poured out from above or it is retained, for example, by means of boards manually held on the network 5 or it is smeared by means of a small board to the outside of the network to form a plaster coating. As the case may be, cement mortar may be applied simultaneously or afterwards to'the outer side as a plaster coating.
  • the building 1 comprises as many identical structural elements 2 as possible.
  • the structural elements 29 of Fig. 16 are employed.
  • the structural elements 29 are coupled by means of coupling elements 9 with adjacent structural elements 2 in order to complete an earthquake- resistant cage construction.
  • the roof 31 is made by forming a chute space 32 by means of waste casing sheets 34 of trapezoidal profile on the underside. As the case may be, structural elements 2 held at a higher level by means of blocks 41 may retain the top sides of these chute spaces 32.
  • the gap between the casing sheets 34 of the walls of the building is sealed, for example, by means of a strip 43 of synthetic foam.
  • balustrade 45 is placed by using structural elements 2 standing on their sides.
  • the roof 31 is supported in the middle by girders 46, for which a console 48, for example, of the kind shown in Fig. 15, is arranged on an intermediate wall 47 and an end wall 49.
  • the roof 31 is made so heavy that anchoring to the walls is not necessary. If desired, anchors may be arranged between the roof 31 and the walls.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Metal Rolling (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Revetment (AREA)
  • Road Signs Or Road Markings (AREA)
  • Laminated Bodies (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The invention relates to a method of erecting a building in which panels are formed by pouring a filling substance in chute spaces against erected networks. According to a known method of that kind prior to casting the concrete the networks are fastened to a scaffolding frame, which is removed after the concrete has cured. Releasably securing the networks to the scaffolding frame is an operation requiring craftsmanship.
The invention has for its object to provide a simple method. For this purpose, in the method embodying the invention, the panels are formed by chute spaces which are formed by filling with a filling substance structural elements consisting of frameworks and networks carried by said frameworks.

Description

  • The invention relates to a method of erecting a building in which panels are formed by pouring a filling substance in chute spaces against erected networks.
  • Such a method is known from Dutch Patent Specification 41,677. Herein prior to casting the concrete the networks are fastened to a scaffolding frame, which is removed after the concrete has cured. Releasably securing the networks to the scaffolding frame is an operation requiring craftsmanship.
  • The invention has for its object to provide a simple method. For this purpose, in the method embodying the invention, the panels are formed by chute spaces which are formed by filling with a filling substance structural elements consisting of frameworks and networks carried by said frameworks.
  • In this method the building derives its solidity in the first place from the structural elements, whilst the filling substance contributes to the deformation resistance and to the preservation of the relative positions of said structural elements. According to the invention buildings of different shapes and dimensions can be readily established with a rectangular module.
  • The filling substance may be locally available rubble so .that at the same time the problem of rubble removal is solved. The rubble may be a heterogenous mass and may consist of coarse or small lumps and grains.
  • Preferably the rubble is broken up into lumps of a size equal to the order of magnitude of the mesh of the network. In this way a firm engagement between the network and the debris lumps therein is obtained.
  • The building according to the invention is resistant to earthquakes and-fire both after and during the building activities. The local population is capable of carrying this method into effect within a short period of time, which may help to overcome the apathy that may be felt after an earthquake.
  • It is preferred to use as a filling substance alternating layers of rubble and binder such as mortar in the receiving space. It is then not necessary to mix in advance the rubble and the mortar, whilst'finally adequate adhesion between mortar and rubble is nevertheless obtained. The rubble-filled panels have satisfactory insulating and climatological properties, particularly because of the inertia in heating up and cooling down.
  • It is preferred to apply a plaster layer to the outer side of the filled space panel. Unskilled labourers can apply plaster coating to a coarse substrate of gauze holding protruding brick parts. Yet, a solid wall is built up in this way with a well-finished appearance.
  • When a chute space is formed between two structural elements coupled with one another by coupling . elements, the filling matter will urge the structural elements away from one another over a distance admitted by the coupling elements. In this way the relative positions of the structural elements are satisfactorily fixed, whilst previous coupling of the structural elements may be quite provisional.
  • The coupling elements may be formed by simple metal hooks. When hooks operating as tensile members are arranged between the opposite networks of a chute space, the material of the networks may be thinner and/or the panel will have flatter side surfaces.
  • The invention furthermore relates to a building constructed by carrying out the method embodying the invention and to structural elements apparently intended to be employed in the method in accordance with the invention.
  • In the following description the invention will be explained with reference to a drawing.
  • The drawing shows in:
    • Fig. 1 a perspective elevational view of a building constructed by carrying out the method embodying the invention,
    • Fig. 2 on an enlarged scale detail II of Fig. 1 during the performance of the method embodying the invention,
    • Fig. 3 a perspective view of a structural element of Fig. 2,
    • Fig. 4 a perspective view of a structural element,
    • Fig. 5 an enlarged perspective view of detail V of Fig. 3,
    • Fig. 6 an enlarged sectional view taken on the line VI-VI of Fig. 3,
    • Fig. 7 a perspective view of a chute space for a panel,
    • Fig. 8 an enlarged perspective view of detail VIII of Fig. 2,
    • Fig. 9 a variant of Fig. 8,
    • Fig. 10 an enlarged side elevation of detail X of Fig. 2,
    • Fig. 11 detail X of Fig. 7 in a transport position,
    • Figs. 12 and 13 an enlarged perspective view of detail XII and XIII respectively of Fig. 2,
    • Fig. 14 a perspective view of a different building when the method embodying the invention is being carried out,
    • Fig. 15 on an enlarged scale detail XV of Fig. 14 and
    • Fig. 16 on an enlarged scale detail XVI in Fig. 1.
  • By the method embodying the invention a building 1 of Fig. 1 is erected on a simple, substantially levelled-out, fairly hard ground 7, for example, of sand or rubble are formed standing panels 6 by forming chute spaces 3 by means of structural elements 2 and by filling out said spaces 3 with a filling substance 8.
  • The structural elements 2 each consist of a framework 10 of four angular profiles 11 welded to one another and having a width a = 3 cms and a thickness b = 3 mms, in which a tension-resistant network 5 of metal wire-having a thickness c = 3 to 4 mms and a mesh d = 5 cms is secured by welds 14. The wires 12 are spotwelded to one another at crossings 13. The structural elements 2 have a length e = 2.8 metres and a width = 1 metre and can be readily handled manually. A chute space 3 is each time formed between two standing structural elements 2 at a relative distance g of 25 cms, intercoupled by means of coupling elements 9. The coupling elements 9 are formed simply by a pull rod 17 having hook-like ends 18 inserted into holes 16 of the angular profiles 11.
  • Fig. 9 shows a further coupling element 20 having Z-shaped ends 21. By means thereof a pair of structural elements 2 as shown in Fig. 11 can be transported to the site in the form of a folded-up unit.
  • A pair of structural elements may be intercoupled by means of link-shaped coupling elements provided, for example, with locking means fixing them in their relative working positions.
  • The networks 5 are coupled with one another by means of hooks 22 (Fig. 12) operating as tensile members and distributed along the surface of the networks 5. The hooks 22 .may be shaped in the form of an S. The neighbouring structural elements 2 are interconnected by means of tie elements 23 consisting of a reinforcing bar 24 having two bent-over ends 25 to be embedded in the filling substance 8 and being passed through holes 16 of angular profiles 11.
  • At a corner 26 a narrow strip 27 of gauze of the same type as that of the network 5 can be inserted to locally close the chute space 3. When the chute spaces 3 are ready, the filling substance 8 is poured into them preferably in alternating layers of rubble and cement mortar. If the cement mortar is thin-liquid, the cement mortar flowing across the networks 5 is collected and again poured out from above or it is retained, for example, by means of boards manually held on the network 5 or it is smeared by means of a small board to the outside of the network to form a plaster coating. As the case may be, cement mortar may be applied simultaneously or afterwards to'the outer side as a plaster coating.
  • Preferably the building 1 comprises as many identical structural elements 2 as possible. At the windows and above the doors short structural elements 30 as shown in Fig. 4 and as thresholds beneath the doors the structural elements 29 of Fig. 16 are employed. The structural elements 29 are coupled by means of coupling elements 9 with adjacent structural elements 2 in order to complete an earthquake- resistant cage construction.
  • The roof 31 is made by forming a chute space 32 by means of waste casing sheets 34 of trapezoidal profile on the underside. As the case may be, structural elements 2 held at a higher level by means of blocks 41 may retain the top sides of these chute spaces 32. The gap between the casing sheets 34 of the walls of the building is sealed, for example, by means of a strip 43 of synthetic foam.
  • Subsequently a balustrade 45 is placed by using structural elements 2 standing on their sides.
  • When the span is more than 4 metres, the roof 31 is supported in the middle by girders 46, for which a console 48, for example, of the kind shown in Fig. 15, is arranged on an intermediate wall 47 and an end wall 49.
  • The roof 31 is made so heavy that anchoring to the walls is not necessary. If desired, anchors may be arranged between the roof 31 and the walls.

Claims (11)

1. A method of erecting a building (1), in which panels (6) are formed by pouring a filling substance (8) in chute spaces (3) against standing networks (5), characterized in that the panels (6) are formed by filling with a filling substance chute spaces (3) formed by structural elements (2) consisting of frameworks (10) and networks (5) carried by said frameworks (10).
2. A method as claimed in Claim 1 characterized in that rubble is used as a filling substance (8).
3. A method as claimed in Claim 2 characterized in that as a filling substance (8) rubble is used, which is broken up to lumps of the size equal to the order of magnitude of the mesh of the network (5).
4. A method as claimed in Claim 1, 2 or 3 characterized in that as a filling substance alternating layers of rubble and binder such as mortar are arranged in the chute space.
5. A method as claimed in anyone of the preceding Claims characterized in that on the outer side of the chute space (3) a plaster layer is applied to the panel (6).
6. A method as claimed in anyone of the preceding Claims characterized in that a chute space (3) is formed between two structural elements (2) intercoupled by means of coupling elements (9, 20).
7. A method as claimed in Claim 6 characterized in that hooks (22) operating as tensile members are arranged between the opposite networks (5) of a chute space (3).
8. A method as claimed in anyone of the preceding Claims characterized in that the neighbouring structural elements (2) are interconnected by means of tie elements (23).
9. A method as claimed in Claim 8 characterized in that for completing a cage construction structural elements (29) used as thresholds are connected by means of tie elements (23) with adjacent structural elements (2).
10. A building constructed by carrying out the method claimed in anyone of the preceding Claims.
11. A structural element apparently intended for use in the method claimed in anyone of Claims 1 to 9 characterized by a framework and a network carried by said framework.
EP81201399A 1980-12-31 1981-12-24 Method and structural element for erecting a building and building thus formed Expired EP0055504B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81201399T ATE14328T1 (en) 1980-12-31 1981-12-24 METHOD AND STRUCTURAL ELEMENT FOR THE CONSTRUCTION OF A BUILDING AND BUILDING DESIGNED IN THIS WAY.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL8007129 1980-12-31
NL8007129A NL8007129A (en) 1980-12-31 1980-12-31 METHOD AND CONSTRUCTION ELEMENT FOR BUILDING A BUILDING AND A BUILDING SO.

Publications (2)

Publication Number Publication Date
EP0055504A1 true EP0055504A1 (en) 1982-07-07
EP0055504B1 EP0055504B1 (en) 1985-07-17

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP81201399A Expired EP0055504B1 (en) 1980-12-31 1981-12-24 Method and structural element for erecting a building and building thus formed

Country Status (11)

Country Link
EP (1) EP0055504B1 (en)
KR (1) KR830007985A (en)
AT (1) ATE14328T1 (en)
BR (1) BR8108502A (en)
DE (1) DE3171433D1 (en)
ES (1) ES508428A0 (en)
IN (1) IN155847B (en)
MX (1) MX153496A (en)
NL (1) NL8007129A (en)
PT (1) PT74125B (en)
YU (1) YU307581A (en)

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0107460A2 (en) * 1982-10-21 1984-05-02 Takao Idehara Method of constructing concrete structure
GB2130268A (en) * 1982-11-12 1984-05-31 Norman Geoffrey Martin Mesh panel formwork
AT381129B (en) * 1983-09-20 1986-08-25 Szombathelyi Imre METHOD FOR PRODUCING REINFORCED CONCRETE CONSTRUCTIONS AND FINISHED PARTS FOR IMPLEMENTING THE METHOD
GB2212185A (en) * 1987-11-07 1989-07-19 Richard Mortimere Sewell Structural frames and structures incorporating such frames
EP0378354A1 (en) * 1989-01-11 1990-07-18 Leszek Aleksander Kubik Space frame structure
EP0657596A1 (en) * 1993-11-26 1995-06-14 Florentino Vidal Patus Self-supporting panel
WO2001073240A1 (en) * 2000-03-29 2001-10-04 Francesco Piccone Apertured wall element
WO2002038878A1 (en) * 2000-11-13 2002-05-16 Coffor Internacional Exploracão De Patentes Lda Concrete formwork wall serving also as reinforcement
GB2452792B (en) * 2007-04-05 2012-09-05 Kenneth Macleod Method of constructing a building structure by cladding a framework
US9783991B2 (en) 2013-12-06 2017-10-10 Cfs Concrete Forming Systems Inc. Structure cladding trim components and methods for fabrication and use of same
US9784005B2 (en) 2012-01-05 2017-10-10 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
US9790681B2 (en) 2012-01-05 2017-10-17 Cfs Concrete Forming Systems Inc. Panel-to-panel connections for stay-in-place liners used to repair structures
US9879436B2 (en) 2009-01-07 2018-01-30 Cfs Concrete Forming Systems Inc Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9982444B2 (en) 2014-04-04 2018-05-29 Cfs Concrete Forming Systems Inc. Liquid and gas-impermeable connections for panels of stay-in-place form-work systems
US10022825B2 (en) 2010-07-06 2018-07-17 Cfs Concrete Forming Systems Inc. Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures
US10151119B2 (en) 2012-01-05 2018-12-11 Cfs Concrete Forming Systems Inc. Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same
US10280636B2 (en) 2007-11-09 2019-05-07 Cfs Concrete Forming Systems Inc. Connector components for form-work systems and methods for use of same
US10731333B2 (en) 2015-12-31 2020-08-04 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
US11180915B2 (en) 2017-04-03 2021-11-23 Cfs Concrete Forming Systems Inc. Longspan stay-in-place liners
US11512483B2 (en) 2017-12-22 2022-11-29 Cfs Concrete Forming Systems Inc. Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures

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US8281535B2 (en) 2002-07-16 2012-10-09 James Hardie Technology Limited Packaging prefinished fiber cement articles
CA2496972C (en) 2002-07-16 2016-08-16 James Hardie International Finance B.V. Packaging prefinished fiber cement products
US7993570B2 (en) 2002-10-07 2011-08-09 James Hardie Technology Limited Durable medium-density fibre cement composite
US7998571B2 (en) 2004-07-09 2011-08-16 James Hardie Technology Limited Composite cement article incorporating a powder coating and methods of making same
CA2648966C (en) 2006-04-12 2015-01-06 James Hardie International Finance B.V. A surface sealed reinforced building element
CA2681963C (en) 2007-04-02 2012-08-07 Cfs Concrete Forming Systems Inc. Methods and apparatus for providing linings on concrete structures
CA2712533C (en) 2008-01-21 2016-06-21 Octaform Systems Inc. Stay-in-place form systems for windows and other building openings
AU2010204442B2 (en) 2009-01-07 2016-01-07 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
CA2888405C (en) 2009-02-18 2017-03-21 Cfs Concrete Forming Systems Inc. Clip-on connection system for stay-in-place form-work
WO2013075251A1 (en) 2011-11-24 2013-05-30 Cfs Concrete Forming Systems Inc. Stay-in place formwork with engaging and abutting connections
WO2013075250A1 (en) 2011-11-24 2013-05-30 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with anti-deformation panels
AU2020218008A1 (en) 2019-02-08 2021-09-16 Cfs Concrete Forming Systems Inc. Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures

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GB280074A (en) * 1927-02-08 1927-11-10 Ian Monteath Ogg Improvements in the moulding of parts of buildings and structures in situ
US1982104A (en) * 1933-09-02 1934-11-27 Fairfax Partition & Constructi Wall construction
US3363371A (en) * 1964-01-10 1968-01-16 Villalobos Roberto Fajardo Erection of prefabricated houses
US3638382A (en) * 1969-12-22 1972-02-01 Ronald E Merrill Form for a concrete wall structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB280074A (en) * 1927-02-08 1927-11-10 Ian Monteath Ogg Improvements in the moulding of parts of buildings and structures in situ
US1982104A (en) * 1933-09-02 1934-11-27 Fairfax Partition & Constructi Wall construction
US3363371A (en) * 1964-01-10 1968-01-16 Villalobos Roberto Fajardo Erection of prefabricated houses
US3638382A (en) * 1969-12-22 1972-02-01 Ronald E Merrill Form for a concrete wall structure

Cited By (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0107460A2 (en) * 1982-10-21 1984-05-02 Takao Idehara Method of constructing concrete structure
EP0107460A3 (en) * 1982-10-21 1985-07-10 Takao Idehara Method of constructing concrete structure
GB2130268A (en) * 1982-11-12 1984-05-31 Norman Geoffrey Martin Mesh panel formwork
AT381129B (en) * 1983-09-20 1986-08-25 Szombathelyi Imre METHOD FOR PRODUCING REINFORCED CONCRETE CONSTRUCTIONS AND FINISHED PARTS FOR IMPLEMENTING THE METHOD
GB2212185A (en) * 1987-11-07 1989-07-19 Richard Mortimere Sewell Structural frames and structures incorporating such frames
GB2212185B (en) * 1987-11-07 1992-01-02 Richard Mortimere Sewell Structural space frames and structures incorporating such frames
EP0378354A1 (en) * 1989-01-11 1990-07-18 Leszek Aleksander Kubik Space frame structure
US5079890A (en) * 1989-01-11 1992-01-14 Kubik Marian L Space frame structure and method of constructing a space frame structure
EP0657596A1 (en) * 1993-11-26 1995-06-14 Florentino Vidal Patus Self-supporting panel
WO2001073240A1 (en) * 2000-03-29 2001-10-04 Francesco Piccone Apertured wall element
WO2002038878A1 (en) * 2000-11-13 2002-05-16 Coffor Internacional Exploracão De Patentes Lda Concrete formwork wall serving also as reinforcement
EP1207240A1 (en) * 2000-11-13 2002-05-22 Pumila-Consultadoria e Servicios Ltda. Formwork for a concrete wall that also serves as reinforcement
AP1581A (en) * 2000-11-13 2006-02-24 Coffor Int Exploracao De Patentes Lda Concrete formwork wall serving also as reinforcement
US7162845B2 (en) 2000-11-13 2007-01-16 Coffor Internacional-Exploracao De Patentes Lda Concrete formwork wall serving also as reinforcement
GB2452792B (en) * 2007-04-05 2012-09-05 Kenneth Macleod Method of constructing a building structure by cladding a framework
US10280636B2 (en) 2007-11-09 2019-05-07 Cfs Concrete Forming Systems Inc. Connector components for form-work systems and methods for use of same
US10662661B2 (en) 2009-01-07 2020-05-26 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9879436B2 (en) 2009-01-07 2018-01-30 Cfs Concrete Forming Systems Inc Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US11512484B2 (en) 2009-01-07 2022-11-29 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US10022825B2 (en) 2010-07-06 2018-07-17 Cfs Concrete Forming Systems Inc. Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures
US10151119B2 (en) 2012-01-05 2018-12-11 Cfs Concrete Forming Systems Inc. Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same
US9784005B2 (en) 2012-01-05 2017-10-10 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
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BR8108502A (en) 1982-10-19
PT74125B (en) 1983-07-01
ES8302830A1 (en) 1982-12-01
IN155847B (en) 1985-03-16
PT74125A (en) 1982-01-01
NL8007129A (en) 1982-07-16
ES508428A0 (en) 1982-12-01
KR830007985A (en) 1983-11-09
EP0055504B1 (en) 1985-07-17
ATE14328T1 (en) 1985-08-15
DE3171433D1 (en) 1985-08-22
MX153496A (en) 1986-11-07
YU307581A (en) 1983-12-31

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