WO2007061276A1 - Systeme de construction modulaire destine a la construction de murs en beton arme, dans lequel est utilise un cintre perdu en beton leger - Google Patents

Systeme de construction modulaire destine a la construction de murs en beton arme, dans lequel est utilise un cintre perdu en beton leger Download PDF

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Publication number
WO2007061276A1
WO2007061276A1 PCT/MX2005/000109 MX2005000109W WO2007061276A1 WO 2007061276 A1 WO2007061276 A1 WO 2007061276A1 MX 2005000109 W MX2005000109 W MX 2005000109W WO 2007061276 A1 WO2007061276 A1 WO 2007061276A1
Authority
WO
WIPO (PCT)
Prior art keywords
concrete
formwork
wall
construction
union
Prior art date
Application number
PCT/MX2005/000109
Other languages
English (en)
Spanish (es)
Inventor
José Ramón GONZÁLEZ ARVIZU
Original Assignee
Muros R De Mexio, Sociedad De Responsabilidad Limitada De Capital Variable
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 Muros R De Mexio, Sociedad De Responsabilidad Limitada De Capital Variable filed Critical Muros R De Mexio, Sociedad De Responsabilidad Limitada De Capital Variable
Priority to PCT/MX2005/000109 priority Critical patent/WO2007061276A1/fr
Publication of WO2007061276A1 publication Critical patent/WO2007061276A1/fr

Links

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
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms

Definitions

  • the present invention relates to a modular construction system for the construction of reinforced concrete walls based on a series of modules, parts and lost formwork of lightweight concrete and methods for installing them, for the creation of reinforced concrete walls .
  • This system includes modules, pieces or lost formwork to be integrated as part of the reinforced concrete wall, and modules or parts that will be used in the construction process of the wall but will not be part of it.
  • the reinforced concrete walls resulting from this construction system will be used to be part of a building or structure, since these will be built on the site of the building.
  • a reinforced concrete wall is considered when the following characteristics are met: A) Contains reinforcing elements with high tensile strength such as steel. B) It consists of concrete with high compressive strength.
  • the current construction systems that make use of concrete walls are the following:
  • Precast concrete wall It consists of a prefabricated concrete wall in its entirety that will be transported to the building site and will be added to the construction using specific anchoring techniques for the wall technology. These anchoring systems allow the wall to be joined with the structural element (s) of the building.
  • the necessary pre-assembled reinforcement elements are coated with molds that will remain after the concrete is cast (emptied) into said molds.
  • the molds simultaneously form the faces of the wall.
  • molds are available in horizontal or vertical versions for installation and only use synthetic materials such as polystyrene and PVC among others. If the synthetic material of the mold is not necessary or required for the appearance of the wall, a coating should be applied to it, using special adhesives for synthetic materials.
  • the molds are generally of a reduced size since they have to withstand the pressure of the fluid concrete that will be cast inside.
  • This wall consists of a wire structure that generally covers polystyrene plates. To this wire structure is applied externally a concrete layer that should be adhered to the structure mentioned above on both sides of the wall.
  • the present invention relates to a modular system for the construction of reinforced concrete walls that will be cast at the site of the building and will use lightweight concrete formwork as fixed molds of different sizes thus covering entire portions of high wall complete, as smaller.
  • FIG. 1 shows the following parts:
  • Pieces 2 through 5 integrate the Frame to which the Lightweight Concrete Formwork (l) will be mounted.
  • the assembly of the pieces of the Frame can use any type of fastening mechanisms among them such as glue, screws, nails, rivets, welding, among others.
  • fastening mechanisms such as glue, screws, nails, rivets, welding, among others.
  • Base Formwork as shown in Figure 2.
  • the lightweight concrete formwork and Frame will be joined by any type of fastening mechanisms including those mentioned above.
  • the "Base Formwork” can be manufactured in a different place than the construction of the reinforced concrete wall, reason for the present patent.
  • Figure 5. shows the elements associated with the Recoverable Bow Module that includes:
  • the Colindancia Die Module is shown that includes the following elements: The Colindancia Die is the figure that has no associated number 16.
  • the Colindancia Die Profile is shown that includes the following elements: The Colindancia Die is the figure that has no associated number 16.
  • Figure 7. shows the elements of the "Base Formwork" fixed to the Support Surface that includes the following:
  • FIG. shows the Horizontal Union of "Base Formwork", which includes the following elements: 22. Base Formwork 23. Horizontal Reinforcements (Horizontal Rods)
  • Figure 8a shows the same elements of the Horizontal Formwork Union from a top view.
  • This "Lost Wall-Formwork of Lightweight Assembled Concrete” is not yet a reinforced concrete wall since the introduction of concrete into it is missing, but it already includes the lost formwork of lightweight concrete, as well as all the necessary pieces and reinforcements.
  • the placement of the lightweight concrete cover formwork may or may not be assisted by the Horizontal Support Tabs of the "Base Formwork” and should be fixed to the “Base Formwork” frame using any type of fastening mechanisms between them such as could be glue, screws, nails, rivets, among others.
  • Formwork Lightweight concrete cover Figures 12a. and 12b. present the 90 ° Union of Figure 12., from a top view and in detail respectively.
  • FIG. 13 shows the T-Union of Cimbras where the following elements are shown: 48. Vertical Reinforcement
  • the figures 13a. and 13b. present the T-Union of Cimbras of Figure 13. from a top view and in detail respectively.
  • Figure 14 shows the Union in Cruz de Cimbras, showing the following elements:
  • the figures 14a. and 14b. present the Union in Cruz de Cimbras of figure 14., from a top view and in detail respectively.
  • the Fixing Squares When installing a Lightweight Concrete Base Base to the Support Surface (foundation), the Fixing Squares must be marked and placed in the correct position where they can be adjusted with the selected Frame Posts.
  • the placement of the fixing brackets involves inserting and adjusting the anchor bolts in the foundation concrete as the first step. The "Formwork is placed
  • both beams must be fixed to their Support Surface correctly, which will allow the
  • the "Base Formwork” will be installed on the support surface as indicated in this patent, taking into account the following consideration: Lightweight Concrete Formwork pre-installed in the "Base Slabs” must be placed with the outer face outside of the 90 ° of the Union between Cimbras, in addition the Union Reinforcements must be introduced at 90 ° before installing the second "Base Cimbra” to the support surface. At the end of installing the horizontal reinforcements in each "Base Formwork", the Union Reinforcements should be fixed at 90 ° between the horizontal reinforcements of each Formwork and hugging the vertical reinforcement of the Union at 90 °.
  • the lightweight concrete cover forms will be installed first those that will rest on the Vertical Support Tabs and fixed to the Frame; to then be pressed with the missing Cover Formwork that will be fixed to its own frame, thus conforming the respective "Lost Concrete Wall-Formwork”.
  • the Lightweight Concrete Cover Form to be installed must completely coincide with the "Base Form" Frame, which will be fixed. You may or may not use the "Base Form" Frame, which will be fixed. You may or may not use the "Base Form" Frame, which will be fixed. You may or may not use the "Base Form" Frame, which will be fixed. You may or may not use the "Base Form" Frame, which will be fixed. You may or may not use the "Base Form" Frame, which will be fixed. You may or may not use the
  • Frame using a fixing mechanism such as screws, nails, rivets or any other that apply.
  • the coated part of the Recoverable Bow must be on the inside of the wall and protrude the part of the Bun with thread.
  • the Dies should be fixed horizontally on the Lightweight Wall-Mounted Lost Formwork on both sides, using the Bows as a guide and support.
  • the Nuts for the Bows will have to adjust to the Dies against the Wall-Loss of Light Concrete.
  • the prepared concrete will be poured between both Lightweight concrete slabs ("Base Slab” and Top Slab) filling the cavity formed within the Light Concrete Slab Wall, thereby drowning the horizontal and vertical internal reinforcements (rods) as well as the posts of the Frame one by one. If required, use of known techniques should be made so that the concrete flows easily filling each cavity completely as is the use of vibrators or more fluid concrete.
  • the concrete that will be poured into the Lightweight Concrete Wall-Losing Wall can have different characteristics that it will inherit from the built wall such as: traditional concrete, high strength concrete, light concrete, concrete with thermal insulation, concrete with acoustic insulation, among others .

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

L'invention concerne un système innovant destiné à la construction de murs en béton armé, dans lequel est utilisé un cintre perdu en béton léger. Ce système comprend un ensemble d'éléments qui feront partie du mur résultant, ainsi que des éléments servant à la construction du mur, mais qui ne feront pas partie du mur en béton résultant. L'invention concerne également les procédés destinés à la mise en place des éléments et à la construction de structures plus complexes nécessaires à la construction d'une habitation et de tout type d'édifice. Ce système de construction de murs en béton est plus simple à utiliser que les techniques actuellement employées, car il nécessite moins de temps de construction, de main d'oeuvre et de machines. De plus, ce système, du fait que le béton est appliqué sur le lieu de construction, permet de manipuler des éléments légers durant le processus de construction.
PCT/MX2005/000109 2005-11-23 2005-11-23 Systeme de construction modulaire destine a la construction de murs en beton arme, dans lequel est utilise un cintre perdu en beton leger WO2007061276A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/MX2005/000109 WO2007061276A1 (fr) 2005-11-23 2005-11-23 Systeme de construction modulaire destine a la construction de murs en beton arme, dans lequel est utilise un cintre perdu en beton leger

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/MX2005/000109 WO2007061276A1 (fr) 2005-11-23 2005-11-23 Systeme de construction modulaire destine a la construction de murs en beton arme, dans lequel est utilise un cintre perdu en beton leger

Publications (1)

Publication Number Publication Date
WO2007061276A1 true WO2007061276A1 (fr) 2007-05-31

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Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/MX2005/000109 WO2007061276A1 (fr) 2005-11-23 2005-11-23 Systeme de construction modulaire destine a la construction de murs en beton arme, dans lequel est utilise un cintre perdu en beton leger

Country Status (1)

Country Link
WO (1) WO2007061276A1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011137496A1 (fr) * 2010-05-06 2011-11-10 Ekco Patent & Ip Holdings Pty Ltd Structures pour le bâtiment
CN103088939A (zh) * 2013-01-29 2013-05-08 湖南大学 一种拼装互锁预应力剪力墙体系及其施工方法
CN104641052A (zh) * 2012-09-17 2015-05-20 叶列文解决方案股份公司 用于钢筋混凝土的模块化、多孔式耐久模板或拱架构造系统
CN110788960A (zh) * 2019-09-16 2020-02-14 锦萧建筑科技有限公司 新型集成式快速拼装膜壳墙构件的制作方法
CN111827512A (zh) * 2020-07-13 2020-10-27 徐州易尚饰家装饰工程有限责任公司 一种装配式墙板及其安装方法

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2558868A1 (fr) * 1984-02-01 1985-08-02 Gumbau Jacques Procede de construction de parois de batiments ou autres murs, et element de coffrage pour sa mise en oeuvre
ES8600449A1 (es) * 1983-06-13 1985-09-16 Cerib Procedimiento de fabricacion de un elemento de encofrado perdido en forma plancha.
JPH07197573A (ja) * 1993-12-28 1995-08-01 Showa Denko Kk 永久型枠材及びその補強方法
JPH10266428A (ja) * 1997-03-28 1998-10-06 Nippon Concrete Ind Co Ltd 捨型枠
MXPA03002946A (es) * 2003-04-03 2004-12-03 Ramon Gonzalez Arvizu Jose Sistema constructivo modular para la construccion de muros de concreto reforzado.
DE10326364A1 (de) * 2003-06-12 2005-01-05 Heraklith Ag Verlorener Schalungskörper

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES8600449A1 (es) * 1983-06-13 1985-09-16 Cerib Procedimiento de fabricacion de un elemento de encofrado perdido en forma plancha.
FR2558868A1 (fr) * 1984-02-01 1985-08-02 Gumbau Jacques Procede de construction de parois de batiments ou autres murs, et element de coffrage pour sa mise en oeuvre
JPH07197573A (ja) * 1993-12-28 1995-08-01 Showa Denko Kk 永久型枠材及びその補強方法
JPH10266428A (ja) * 1997-03-28 1998-10-06 Nippon Concrete Ind Co Ltd 捨型枠
MXPA03002946A (es) * 2003-04-03 2004-12-03 Ramon Gonzalez Arvizu Jose Sistema constructivo modular para la construccion de muros de concreto reforzado.
DE10326364A1 (de) * 2003-06-12 2005-01-05 Heraklith Ag Verlorener Schalungskörper

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011137496A1 (fr) * 2010-05-06 2011-11-10 Ekco Patent & Ip Holdings Pty Ltd Structures pour le bâtiment
EP2567033A1 (fr) * 2010-05-06 2013-03-13 Unitised Building Limited Structures pour le bâtiment
CN103140639A (zh) * 2010-05-06 2013-06-05 联合建筑有限公司 一种建筑结构
EP2567033A4 (fr) * 2010-05-06 2013-12-18 Unitised Building Ltd Structures pour le bâtiment
CN104641052A (zh) * 2012-09-17 2015-05-20 叶列文解决方案股份公司 用于钢筋混凝土的模块化、多孔式耐久模板或拱架构造系统
CN104641052B (zh) * 2012-09-17 2019-01-22 叶列文解决方案股份公司 用于钢筋混凝土的模块化、多孔式耐久模板或拱架构造系统
CN103088939A (zh) * 2013-01-29 2013-05-08 湖南大学 一种拼装互锁预应力剪力墙体系及其施工方法
CN110788960A (zh) * 2019-09-16 2020-02-14 锦萧建筑科技有限公司 新型集成式快速拼装膜壳墙构件的制作方法
CN111827512A (zh) * 2020-07-13 2020-10-27 徐州易尚饰家装饰工程有限责任公司 一种装配式墙板及其安装方法

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