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1. WO2009012660 - A COMPOSITE WALL WITH STEEL BAR AND/OR METAL WIRE MESH AND MORTAR ON INTERNAL AND EXTERNAL SIDES THEREOF AND BONDING CONSTRUCTION METHOD THEREFOR TO RESIST CRACKING

Publication Number WO/2009/012660
Publication Date 29.01.2009
International Application No. PCT/CN2008/070354
International Filing Date 25.02.2008
IPC
E04B 1/76 2006.01
EFIXED CONSTRUCTIONS
04BUILDING
BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
1Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
62Insulation or other protection; Elements or use of specified material therefor
74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
76specifically with respect to heat only
E04B 2/00 2006.01
EFIXED CONSTRUCTIONS
04BUILDING
BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
2Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
E04B 1/00 2006.01
EFIXED CONSTRUCTIONS
04BUILDING
BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
1Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
E04F 13/00 2006.01
EFIXED CONSTRUCTIONS
04BUILDING
FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
13Coverings or linings, e.g. for walls or ceilings
CPC
E04B 1/161
EFIXED CONSTRUCTIONS
04BUILDING
BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
1Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
16Structures 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
161with vertical and horizontal slabs, both being partially cast in situ
E04B 2/845
EFIXED CONSTRUCTIONS
04BUILDING
BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
2Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
84Walls made by casting, pouring, or tamping in situ
842by projecting or otherwise applying hardenable masses to the exterior of a form leaf
845the form leaf comprising a wire netting, lattice or the like
E04B 2/847
EFIXED CONSTRUCTIONS
04BUILDING
BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
2Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
84Walls made by casting, pouring, or tamping in situ
842by projecting or otherwise applying hardenable masses to the exterior of a form leaf
847the form leaf comprising an insulating foam panel
Applicants
  • 吴淑环 WU, Shuhuan [CN]/[CN]
Inventors
  • 吴淑环 WU, Shuhuan
Agents
  • 北京三高永信知识产权代理有限责任公司 BEIJING SAN GAO YONG XIN INTELLECTUAL PROPERTY AGENCY CO., LTD
Priority Data
200710072572.026.07.2007CN
200710167871.224.10.2007CN
200810007245.120.02.2008CN
200810063815.907.01.2008CN
Publication Language Chinese (ZH)
Filing Language Chinese (ZH)
Designated States
Title
(EN) A COMPOSITE WALL WITH STEEL BAR AND/OR METAL WIRE MESH AND MORTAR ON INTERNAL AND EXTERNAL SIDES THEREOF AND BONDING CONSTRUCTION METHOD THEREFOR TO RESIST CRACKING
(FR) PAROI COMPOSITE POURVUE D'UNE BARRE EN ACIER ET/OU D'UN TREILLIS MÉTALLIQUE ET POSSÉDANT DU MORTIER SUR SES CÔTÉS INTERNE ET EXTERNE ET PROCÉDÉ D'APPAREILLAGE DE CETTE DERNIÈRE PERMETTANT DE RÉSISTER À LA FISSURATION
(ZH) 内外或两侧设有钢筋和/或金属网抹灰的复合墙体及粘结阻裂施工方法
Abstract
(EN)
A composite wall with steel bar and/or metal wire mesh and mortar on internal and external sides is provided. It is in the form as follows: an internal vertical steel bar (6) and an external upright steel bar (5) are respectively connected to the internal and external sides of the bearing elements (1) of the building structure, and a core layer (3) has protection layers on both sides thereof; the internal vertical steel bar (6) and the external upright steel bar (5) are respectively connected to the internal and external sides of the bearing elements (1) of the building structure, and they are fastened by tension wires (11); the internal vertical steel bar (6) and the external upright steel bar (5) are respectively anchored to the foundation or floors; the internal vertical steel bar (6-2) under the window sill and the external upright steel bar (5-2) under the window sill are respectively connected to a beam or a cantilever (1-2); the internal vertical steel bars (6) arranged on both sides of the core layer (3) are connected to the floor slab, one of the bearing elements (1) of the building structure. The interface agent spreads on the composite wall to resist cracking. The composite wall has the advantage of good heat insulation performance, good anti-seismic performance and low cost.
(FR)
La présente invention concerne une paroi composite pourvue d'une barre en acier et/ou d'un treillis métallique et possédant du mortier sur ses côtés interne et externe. La paroi est obtenue de la manière suivante : une barre en acier verticale interne (6) et une barre en acier droite externe (5) sont reliées respectivement aux côtés interne et externe des éléments d'appui (1) de la structure du bâtiment, et une couche centrale (3) se compose de couches de protection sur ses deux côtés ; la barre en acier verticale interne (6) et la barre en acier droite externe (5) sont reliées respectivement aux côtés externes des éléments d'appui (1) de la structure du bâtiment, et elles sont fixées par des câbles de tension (11) ; la barre en acier verticale interne (6) et la barre en acier droite externe (5) sont ancrées respectivement dans les fondations ou le plancher ; la barre en acier verticale interne (6-2) située sous le rebord de la fenêtre et la barre en acier droite externe (5-2) située sous le rebord de la fenêtre sont reliées respectivement à une poutre ou une console (1-2) ; les barres en acier verticales internes (6) disposées des deux côtés de la couche centrale (3) sont reliées à la dalle de plancher, l'un des éléments d'appui (1) de la structure du bâtiment. La paroi composite est revêtue d'un agent d'interface afin de résister aux fissurations. La paroi composite présente l'avantage d'offrir une bonne isolation thermique, de bonnes propriétés antisismiques et ce, à bas coûts.
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