WO2008145790A1 - Sistema automatico de construccion de edificios - Google Patents
Sistema automatico de construccion de edificios Download PDFInfo
- Publication number
- WO2008145790A1 WO2008145790A1 PCT/ES2008/000380 ES2008000380W WO2008145790A1 WO 2008145790 A1 WO2008145790 A1 WO 2008145790A1 ES 2008000380 W ES2008000380 W ES 2008000380W WO 2008145790 A1 WO2008145790 A1 WO 2008145790A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- construction
- formwork
- building
- supporting structure
- walls
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims abstract description 59
- 238000006073 displacement reaction Methods 0.000 claims abstract description 8
- 238000009434 installation Methods 0.000 claims abstract description 4
- 238000009415 formwork Methods 0.000 claims description 41
- 238000005192 partition Methods 0.000 claims description 35
- 239000004567 concrete Substances 0.000 claims description 25
- 238000009435 building construction Methods 0.000 claims description 9
- 238000000465 moulding Methods 0.000 claims description 7
- 239000011810 insulating material Substances 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 4
- 238000003860 storage Methods 0.000 claims description 2
- 210000002445 nipple Anatomy 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 abstract description 2
- 230000015572 biosynthetic process Effects 0.000 description 11
- 238000000034 method Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 238000009428 plumbing Methods 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C17/00—Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports
-
- 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
-
- 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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3505—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the in situ moulding of large parts of a structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/28—Safety or protective measures preventing damage to building parts or finishing work during construction against unfavourable weather influence
-
- 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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3588—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails
Definitions
- the present invention is related to the construction of residential buildings, proposing an automated construction system that speeds up the construction process, with a significant reduction in the time and labor required, based on different structural and training concepts of the conventional ones.
- This construction system is of a fundamentally manual execution, so it requires a lot of labor, resulting in abundant labor risks, while costs and manufacturing time are very high.
- This system object of the invention is developed by means of a large supporting structure that is supported by mobile mounting on sliding rails, said structure covering a space that exceeds the dimensions of the building to be built, including displaceable platforms in height, on which the molding parts for manufacturing double wall walls and floor platforms are raised, while a bridge crane is incorporated in the upper part of the structure, which can be arranged in turn in a height displacement assembly, and in the lateral ones some warehouses that are also susceptible of displacement in height.
- the supporting structure consists of vertical masts in the lower part of which are arranged pumps connected with pipes that extend through the mentioned masts, for the delivery of the concrete of construction to a necessary height.
- some containers for concrete manufacturing materials are arranged, while in the mobile warehouses the different elements of use are housed in a construction, among which are provided some particular formwork panels for the formation of partitions.
- Said formwork panels are structured in the form of large metal boxes filled with insulating material, including pneumatic spindles inside the application assembly, as well as a heat accumulation block to maintain an adequate temperature (about 37 0 C) for construction concretes, and a vibrating mechanism to facilitate formwork.
- These formwork panels are also provided with moving parts that can be removed to the front, to make the configuration of gaps in doors or windows in the construction concretes of the application partitions.
- the construction of a building on a previously prepared foundation is susceptible, the supporting structure being arranged on the construction site, so that the double partition walls for the enclosure of the building are constructed in the molding tables contour of the building and the floor platforms for the different interior enclosures of the construction, said walls and platforms being carried by the bridge crane to their positioning positions, then, by the bridge crane itself, place the panels on the floor platforms formwork of partitions, in the corresponding distribution with the division of enclosures to be carried out, among which formwork panels are the electricity, plumbing, etc., filling the holes with concrete.
- the construction is done by plants, the functional means moving through the supporting structure up to the height of the plant to be built in each case, so that during the construction of the exterior closure and partition walls in a plant, other ones can be carried out operations, such as placement of doors and windows, floor covering, and even furniture, on other lower floors, with the possibility that the lower floors will be completely finished during the construction of the upper floors, which in turn is a great reduction of the overall time for the building set.
- the system of the invention results in certain advantageous characteristics, acquiring its own life and preferential character, with respect to the conventional method, for the construction of buildings.
- Figure 1 shows a schematic perspective of the supporting structure for the development of the system of the invention.
- Figure 2 is a schematic plan of the operating structural assembly of said system of the invention, with the representation of a house built inside.
- Figure 3 is a plan view of the construction of the partition partition of a dwelling, according to the invention.
- Figure 4 is a perspective of the structural form of a house built according to the invention.
- Figure 5 is a section of the construction formation of a double partition wall for exterior enclosures according to the system of the invention.
- Figure 6 is a section of a platform for the formation of a floor according to said system of the invention.
- Figure 7 is a detail of the union between the partition walls and floor platforms in the construction of a house according to the invention.
- Figure 8 is a front view, without the front wall, of a formwork panel of the partition walls.
- Figures 9 and 10 are respective views of the upper part and the lower part of the previous formwork panel.
- Figure 11 is a view of the front face on which the formwork panel receives the concrete.
- Figure 12 is a profile view of two facing formwork panels, with their male parts joined to form the hollow of a door.
- Figure 13 shows in vertical section an example of construction made according to the system of the invention.
- Figure 14 is a schematic perspective of an exemplary embodiment of the supporting structure with side shields in the upper contour.
- the object of the invention relates to a building system that allows an automated and programmed process, with supply of the necessary materials at the time of application, achieving a construction with anti-seismic, fire-retardant properties and good thermal and acoustic insulation.
- the system is developed according to a construction process that is carried out on a foundation prepared in the traditional way at the place of application, providing a large supporting structure (1) supported on rails (2) installed longitudinally by the sides of the space occupied by the building to be built.
- Said bearing structure (1) is of dimensions in plan and height superior to those of the building to be built, incorporating warehouses
- platforms (4, 5) are also incorporated, which are also movable in height, a table (6) for the molded formation of walls (7) being arranged on the ground or on the lower platform (4). double partition as shown in Figure 5, and a table (8) for the molded formation of floor platforms (9) as shown in Figure 6.
- a bridge crane (10) which can be installed at a fixed height on the end of the supporting structure (1), or in a height displacement arrangement , for example, through support on the mobile platform (5).
- the supporting structure (1) consists of vertical masts, with respect to which pumps (11) are arranged in the lower part that allow the concrete impulsion through ducts (12) included by the mentioned masts of the supporting structure (1), for the supply of said concrete to the application concretes in the plants of the building to be carried out.
- some warehouses (13) of aggregates are arranged, from which the materials for the formation of the concrete destined for the concretes to be made are supplied.
- Each formwork panel (14) consists (figure 8) of a metal box-shaped structure, filled with insulating material, a series of pneumatic spindles (15) inside, intended to establish the mooring of the panel in its assemblies of application, which spindles (15) are operated by a compressor (16) which is also housed within the respective panel (14).
- each panel (14) is also housed a heat accumulator block (17), provided with an electric resistance (18), by which a panel temperature is maintained around 37 ° C, thus favoring the concrete setting conditions in application formwork.
- a vibrating mechanism (19) is also included, whereby the detachment of the panel from the concrete in the formwork is facilitated.
- the functional elements of electric drive that are installed in the equipment of each panel (14), are fed from a battery (20) that is also included housed inside the corresponding panel, being provided connectors (21) for connection to photovoltaic electrodes or network, in order to recharge the battery (20) during panel storage.
- the lower face of the panel (14) has holes (22) for the output of the corresponding pneumatic spindle stems (15), and holes (23) intended to fit on guides of positioning in the panel application assembly.
- the upper face of the panel (14) has a central mooring (24), for lifting and movement of the panel in its placement and removal with respect to the application assemblies by means of the bridge crane (10 ) of the system, and some moorings (25) displaced towards the ends, for the movements of the handling with precision.
- the panels (14) are complemented at the ends with pads (26) of synthetic material, such as polyurethane, through which the stems of the pneumatic spindles (15) of the ends of the panel (14) pass, for the union with other panels or on a wall, in the assemblies of application, so that said pads (26) make a joint in the joints that determines a good shot of the concrete in the formwork.
- pads (26) of synthetic material such as polyurethane
- the necessary foundation is carried out first, in the conventional manner, by installing the bearing structure (1) above the foundation so that the construction space is comprised inside it, being carried out the construction of the building by plants with the means incorporated in said bearing structure (1), so that the construction made of each plant serves as support for the next plant, ascending the means of the supporting structure (1) to the height of operation for the construction of each plant, so that the movement of the construction parts is carried out with a minimum elevation displacement.
- the double partition walls (7) necessary for the external closure of the plant are manufactured on the molding table (6), carrying said walls (7) by means of the bridge crane (10) to the position of placing them in place, forming with them the closure of the outline of the plant under construction.
- the metal reinforcements (28) designed to confer structural resistance to the mentioned walls (7), and lances (29) for the union of those walls (7) with the partition walls in the interior of the plant, as well as the pipes (30) necessary for the installations to be included by the walls (7), incorporating, with respect to the assembly thus arranged, a layer of concrete (7.1) at the bottom of the mold (27) and another layer of concrete ( 7.2) at the top, on a plate of insulating material (31).
- outer covering plates (32) can be arranged, by means of hardware (33) embedded in said concrete layer (7.2), whereby the walls (7) are completely finished with a facade covering ventilated
- floor platforms (9) corresponding to the division spaces provided in the plant are carried out, taking said platforms (9) in turn with the bridge crane (10) to the corresponding places of placement with the spaces of division for which they are intended, where they are supported on the partitions and / or walls of the floor built at the previous height level.
- said floor platforms (9) are made including in them some lugs
- the reinforcement reinforcement (39) of the concreting of the partitions (36) are placed, also placing in said spaces the pipes for the installations of electricity, plumbing, telephone, etc. that are provided, and then, by means of supply by means of the impeller pumps (11), the gaps of the formwork formed by the panels (14) are filled with concrete, as well as the interior hollow of the double partition walls (7 ) of the outer contour, whereby a solidarity set is formed between the closure of the contour and the partitions (36) of the interior divisions, throughout the entire formation of the plant, resulting in a completely finished construction, to form on it another floor or the roof of the building, as appropriate.
- the formwork panels (14) are provided with movable parts (37), which can be moved to a protruding front position, so that between the corresponding parts (37) of the formwork panels (14) arranged facing each other in
- the formation of the formwork can be determined, as shown in Figure 12, a male form in the formwork, to define the gaps of doors and / or windows in the corresponding partition walls (36), so that said gaps are also made directly in the construction of the plant through formwork.
- the entire functional set of the system can be established governed by a programmed computer control, so that a minimum of operation and manual collaboration is required, resulting in the very fast construction process and with the quality of an automated realization with total development precision of operations according to a schedule calculated according to suitability.
- the bearing structure (1) can vary in shapes and dimensions, depending on the buildings to be made, being able to incorporate reinforcements (38) in the upper part, as shown in Figure 14, to increase its strength and safety, while in the upper part and In all the lateral contour coverings can be arranged, to determine a closed enclosure in which it is possible to work in good conditions independently of the atmospheric circumstances, for which so much time is lost in the conventional constructions.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Operation Control Of Excavators (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Bridges Or Land Bridges (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
Claims
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
MX2009012985A MX2009012985A (es) | 2007-05-29 | 2008-05-29 | Sistema automatico de construccion de edificios. |
BRPI0813338-7A2A BRPI0813338A2 (pt) | 2007-05-29 | 2008-05-29 | Sistema automático de construção de edifícios |
EP08775408A EP2149654A1 (en) | 2007-05-29 | 2008-05-29 | Automatic system for construction of buildings |
US12/451,708 US20100119336A1 (en) | 2007-05-29 | 2008-05-29 | Automatic system for construction of buildings |
CA002689385A CA2689385A1 (en) | 2007-05-29 | 2008-05-29 | Automatic system for construction of buildings |
TNP2009000500A TN2009000500A1 (en) | 2007-05-29 | 2009-11-30 | Automatic system for construction o f buildings |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ESP200701466 | 2007-05-29 | ||
ES200701466A ES2308934B1 (es) | 2007-05-29 | 2007-05-29 | Sistema automatico de construccion de edificios. |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2008145790A1 true WO2008145790A1 (es) | 2008-12-04 |
Family
ID=40019038
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2008/000380 WO2008145790A1 (es) | 2007-05-29 | 2008-05-29 | Sistema automatico de construccion de edificios |
Country Status (11)
Country | Link |
---|---|
US (1) | US20100119336A1 (es) |
EP (1) | EP2149654A1 (es) |
BR (1) | BRPI0813338A2 (es) |
CA (1) | CA2689385A1 (es) |
CR (1) | CR11124A (es) |
ES (1) | ES2308934B1 (es) |
MA (1) | MA31448B1 (es) |
MX (1) | MX2009012985A (es) |
RU (1) | RU2009149206A (es) |
TN (1) | TN2009000500A1 (es) |
WO (1) | WO2008145790A1 (es) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111667744A (zh) * | 2020-05-06 | 2020-09-15 | 上海交通大学 | 一种模块化结构力学实验平台背景墙多功能装配式支座 |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
PL393402A1 (pl) * | 2010-12-22 | 2012-07-02 | Wisene Spółka Z Ograniczoną Odpowiedzialnością | Sposób monitorowania składowej pionowej przemieszczenia i składowej pionowej zmiany ugięcia elementów konstrukcji obiektu budowlanego, zwłaszcza dachu, oraz system do realizacji tego sposobu |
US8984842B2 (en) * | 2012-03-01 | 2015-03-24 | Evapco, Inc. | Method and apparatus for assembling field erected cooling tower frame |
CN105525743B (zh) * | 2015-11-27 | 2017-12-15 | 中铁六局集团有限公司 | 一种整体移动承插式盘扣脚手架支撑***的行走装置 |
CN108412204A (zh) * | 2017-02-10 | 2018-08-17 | 盈创建筑科技(上海)有限公司 | 现场建筑屋3d打印机的机架结构 |
CN108625598A (zh) * | 2017-03-24 | 2018-10-09 | 盈创建筑科技(上海)有限公司 | 一种3d建筑打印机的机架结构 |
CN108756258B (zh) * | 2018-09-25 | 2018-12-14 | 上海建工集团股份有限公司 | 面向整体钢平台模架施工的全天候钢平台***及方法 |
CN111335652A (zh) * | 2020-04-02 | 2020-06-26 | 山东天齐置业集团股份有限公司 | 一种钢构件移运就位方法 |
CN113445759A (zh) * | 2021-06-02 | 2021-09-28 | 杨晓凡 | 用于建筑施工的装配式安全卸料平台 |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE861018C (de) * | 1941-05-29 | 1952-12-29 | Wilhelm Dr-Ing Ludowici | Vorrichtung zur Errichtung von gebaeudeumschliessenden oder gebaeudeunterteilenden Mauern |
DE1167500B (de) * | 1962-09-14 | 1964-04-09 | Hilgers A G | Im Betrieb fahrbarer Turmkran mit neigbarem Ausleger und an den Mast anschliessbarer Kranbruecke |
US4374790A (en) * | 1980-07-08 | 1983-02-22 | Marley Company | Method and apparatus for pumping concrete to form structure at elevated heights |
JPH04166562A (ja) * | 1990-10-29 | 1992-06-12 | Tokyu Koken Kk | 門型クレーンによるpc建物の構築方法 |
JPH0559817A (ja) * | 1991-09-02 | 1993-03-09 | Fujita Corp | 構造物の構築方法 |
JPH0828043A (ja) * | 1994-07-18 | 1996-01-30 | Kajima Corp | 移動式コンクリート打設方法およびその足場装置 |
US5881405A (en) * | 1997-08-08 | 1999-03-16 | K-2 Corporation | Ventilated personal shelter |
JP2001336289A (ja) * | 2000-05-30 | 2001-12-07 | Okumura Corp | 枠組足場に組込んだ天井クレーン |
US20060260238A1 (en) * | 2002-11-18 | 2006-11-23 | SISTEMAS INDUSTRIALIZADOS BARCONS, S.L., Poligono Industrial Las Salinas de Levante | Refinement to the construction systems for structures in reinforced concrete or some other material of high-precision intergral modular forms |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3921362A (en) * | 1974-03-18 | 1975-11-25 | Pablo Cortina Ortega | Method of and means for multi-story building construction |
FR2654379B1 (fr) * | 1989-11-10 | 1992-03-13 | Vercelletto Entr | Installation pour la fabrication de cellules destinees a etre ensuite assemblees cote a cote pour constituer une unite de construction. |
US5246640A (en) * | 1990-03-19 | 1993-09-21 | Newtec Concrete Constructions Pty Ltd. | Method of constructing a wall from pourable concrete material |
US5207045A (en) * | 1991-06-03 | 1993-05-04 | Bodnar Ernest R | Sheet metal structural member, construction panel and method of construction |
US5881504A (en) * | 1995-05-15 | 1999-03-16 | Obayashi Corporation | Temporary frame system for construction |
JPH10331310A (ja) * | 1997-06-02 | 1998-12-15 | Kanegafuchi Chem Ind Co Ltd | 中空スラブ構法に用いる発泡埋設材及びその運搬方法 |
ES2310138B1 (es) * | 2007-06-08 | 2009-09-22 | Navarra Intelligent Concrete System, S.L. | Metodo de fabricacion de paneles de doble pared de hormigon. |
-
2007
- 2007-05-29 ES ES200701466A patent/ES2308934B1/es not_active Expired - Fee Related
-
2008
- 2008-05-29 RU RU2009149206/03A patent/RU2009149206A/ru not_active Application Discontinuation
- 2008-05-29 MX MX2009012985A patent/MX2009012985A/es not_active Application Discontinuation
- 2008-05-29 BR BRPI0813338-7A2A patent/BRPI0813338A2/pt not_active Application Discontinuation
- 2008-05-29 EP EP08775408A patent/EP2149654A1/en not_active Withdrawn
- 2008-05-29 CA CA002689385A patent/CA2689385A1/en not_active Abandoned
- 2008-05-29 US US12/451,708 patent/US20100119336A1/en not_active Abandoned
- 2008-05-29 WO PCT/ES2008/000380 patent/WO2008145790A1/es active Application Filing
-
2009
- 2009-11-24 CR CR11124A patent/CR11124A/es not_active Application Discontinuation
- 2009-11-30 TN TNP2009000500A patent/TN2009000500A1/fr unknown
- 2009-12-16 MA MA32423A patent/MA31448B1/fr unknown
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE861018C (de) * | 1941-05-29 | 1952-12-29 | Wilhelm Dr-Ing Ludowici | Vorrichtung zur Errichtung von gebaeudeumschliessenden oder gebaeudeunterteilenden Mauern |
DE1167500B (de) * | 1962-09-14 | 1964-04-09 | Hilgers A G | Im Betrieb fahrbarer Turmkran mit neigbarem Ausleger und an den Mast anschliessbarer Kranbruecke |
US4374790A (en) * | 1980-07-08 | 1983-02-22 | Marley Company | Method and apparatus for pumping concrete to form structure at elevated heights |
JPH04166562A (ja) * | 1990-10-29 | 1992-06-12 | Tokyu Koken Kk | 門型クレーンによるpc建物の構築方法 |
JPH0559817A (ja) * | 1991-09-02 | 1993-03-09 | Fujita Corp | 構造物の構築方法 |
JPH0828043A (ja) * | 1994-07-18 | 1996-01-30 | Kajima Corp | 移動式コンクリート打設方法およびその足場装置 |
US5881405A (en) * | 1997-08-08 | 1999-03-16 | K-2 Corporation | Ventilated personal shelter |
JP2001336289A (ja) * | 2000-05-30 | 2001-12-07 | Okumura Corp | 枠組足場に組込んだ天井クレーン |
US20060260238A1 (en) * | 2002-11-18 | 2006-11-23 | SISTEMAS INDUSTRIALIZADOS BARCONS, S.L., Poligono Industrial Las Salinas de Levante | Refinement to the construction systems for structures in reinforced concrete or some other material of high-precision intergral modular forms |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111667744A (zh) * | 2020-05-06 | 2020-09-15 | 上海交通大学 | 一种模块化结构力学实验平台背景墙多功能装配式支座 |
CN111667744B (zh) * | 2020-05-06 | 2021-11-23 | 上海交通大学 | 一种模块化结构力学实验平台背景墙多功能装配式支座 |
Also Published As
Publication number | Publication date |
---|---|
BRPI0813338A2 (pt) | 2014-12-23 |
US20100119336A1 (en) | 2010-05-13 |
TN2009000500A1 (en) | 2011-03-31 |
CA2689385A1 (en) | 2008-12-04 |
RU2009149206A (ru) | 2011-07-10 |
MX2009012985A (es) | 2010-03-18 |
EP2149654A1 (en) | 2010-02-03 |
ES2308934A1 (es) | 2008-12-01 |
MA31448B1 (fr) | 2010-06-01 |
CR11124A (es) | 2010-01-20 |
ES2308934B1 (es) | 2009-09-25 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2008145790A1 (es) | Sistema automatico de construccion de edificios | |
US10709917B2 (en) | Concrete structure body for constructing building floor, having firefighting function, and building floor construction structure including same | |
CN204804044U (zh) | 一种用立体轻钢框架结构复合板模块组装的房屋 | |
AU2009225124A1 (en) | Prefabricated self-supporting construction element | |
BRPI0618035A2 (pt) | novo tipo de construção, processo e meios para sua realização | |
CN204826348U (zh) | 一种立体轻钢框架结构复合楼层板 | |
CN112324023A (zh) | 一种高精度便捷的单元式玻璃幕墙装置及其施工方法 | |
ES2624991T3 (es) | Placa prefabricada de hormigón para la construcción de un piso de edificio | |
WO2019000059A1 (pt) | Aperfeiçoamentos introduzidos em módulo de parede ventilada de concreto armado para construção de edificações em geral e respectivo sistema construtivo industrializado | |
ES2369947B1 (es) | Sistema de construcción modular. | |
ES2290523T3 (es) | Alineacion vertical y nivelacion de unidades de edificio modulares. | |
CN209384432U (zh) | 一种可循环使用的预制山墙及其连接构造 | |
CN204804176U (zh) | 一种直角型立体轻钢框架结构复合墙板 | |
ES2289844B1 (es) | Un sistema de construccion a base de placas prefabricadas. | |
ES2198556T3 (es) | Modulo de construccion de viviendas y metodo relacionado con este. | |
US20150276318A1 (en) | Cmu cooling tower and method of construction | |
EP3798388A1 (en) | Re-erectable residential housing system with internal support structure | |
CN113944274A (zh) | 一种可上人架空平屋面的施工方法 | |
CN103669925A (zh) | 钢结构充换电站 | |
ES2529603B1 (es) | Sistema constructivo edificaciones modulares de madera | |
WO2010128956A2 (en) | Innovation in building construction technology with pre-fabricated elements | |
ES2405954B1 (es) | Sistema de prefabricación de viviendas modulares "ecoeficientes" | |
JP3180231U (ja) | 鉄筋コンクリート構築物 | |
CN204804178U (zh) | 一种立体轻钢框架结构复合山墙屋架板 | |
ES2431441B1 (es) | Caseta monobloque prefabricada de hormigón y procedimiento de fabricación de dicha caseta monobloque. |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 08775408 Country of ref document: EP Kind code of ref document: A1 |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2008775408 Country of ref document: EP |
|
WWE | Wipo information: entry into national phase |
Ref document number: CR2009-011124 Country of ref document: CR |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2689385 Country of ref document: CA Ref document number: MX/A/2009/012985 Country of ref document: MX |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
WWE | Wipo information: entry into national phase |
Ref document number: 12451708 Country of ref document: US |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2009149206 Country of ref document: RU |
|
ENP | Entry into the national phase |
Ref document number: PI0813338 Country of ref document: BR Kind code of ref document: A2 Effective date: 20091130 |