专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明申请

WO2021087630A1 SISTEMA DE MURO DE CORTE HÍBRIDO PARA CONSTRUCCIÓN DE EDIFICACIONES DE MADERA MASIVA EN ZONAS SÍSMICAS 审中-公开
公开(公告)号：WO2021087630A1
公开(公告)日：2021-05-14
申请号：PCT/CL2019/050111
申请日：2019-11-05
申请人： PONTIFICIA UNIVERSIDAD CATÓLICA DE CHILE
发明人： GUINDOS BRETONES, Pablo , CARRERO ROA, Tulio Enrique , SANTA MARÍA OYANEDEL, Hernán , MONTAÑO CASTAÑEDA, Jairo Alonso
IPC分类号： E04B1/18 , E04B1/24 , E04B1/26 , E04B2/56 , E04B2/58 , E04B2/64 , E04B2/70
摘要： Sistema de muro de corte híbrido para construcción de edificaciones de madera masiva de más de dos pisos en zonas sísmicas, que presenta un comportamiento dúctil y reducido efecto de volcamiento frente a una carga lateral causada por eventos naturales destructivos, tal como sismos o vientos fuertes; el sistema de muro de corte comprende un marco interior con nodos articulados de unión entre columnas y soleras, al que se le unen paneles exteriores de madera masiva en ambas caras opuestas, por medio de conectores individuales disipadores de energía; donde el marco comprende medios autocentrantes postensados, los que en conjunto con los nodos articulados, los paneles exteriores de madera masiva y los conectores, actúan de manera conjunta como una unidad y permiten que el muro de corte se comporte de manera dúctil y con reducido efecto de volcamiento frente a una alta carga lateral.

2. 发明申请

WO2016062224A1 整体带柱保温墙板和生产建筑工艺及相配套的设备审中-公开
公开(公告)号：WO2016062224A1
公开(公告)日：2016-04-28
申请号：PCT/CN2015/092150
申请日：2015-10-19
申请人：张领然
发明人：张领然 , 张前 , 李俊强 , 马兆龙 , 徐科化 , 张利敏 , 张利宁 , 张利振 , 张利静 , 王新萍
IPC分类号： E04B2/64 , E04C2/288 , E04G21/00 , E04G21/14 , E04G21/16
CPC分类号： E04B2/64 , E04C2/288 , E04G21/00 , E04G21/14 , E04G21/16
摘要：一种整体带柱保温墙板，其上下表层为混凝土层（10），内有玻璃纤维网（5）和钢筋网架（6），其中间层为保温层（11）；斜插钢筋经保温层（11）把两个钢筋网架（6）连接；墙板四周设置有墙板凹槽（4）和钢筋连接头（3）。该墙板在生产时，首先，分别做好柱子钢筋笼和整体保温墙板钢筋网架，二者通过钢筋连接；然后依次制作下面混凝土层（10）、保温层（11）和上面混凝土层（10）。该整体带柱保温墙板及其生产建筑工艺工序简单，节省材料且节约能源。

3. 发明申请

WO2014022884A1 A WALL ASSEMBLY AND A BUILDING STRUCTURE INCLUDING THE WALL ASSEMBLY 审中-公开
标题翻译：一个墙壁装配和一个建筑结构，包括墙壁总成
公开(公告)号：WO2014022884A1
公开(公告)日：2014-02-13
申请号：PCT/AU2013/000870
申请日：2013-08-07
申请人： KOSZO, Nandor
发明人： KOSZO, Nandor
IPC分类号： E04B1/20 , E04B2/64 , E04B2/84 , E04G11/06 , E04G13/02
CPC分类号： E04B1/165 , E04B1/167 , E04B2/38 , E04B2/40 , E04B2/68 , E04B2/84 , E04B2/8647 , E04G11/06 , E04G2011/067
摘要： A wall assembly for forming an external wall on a building structure is disclosed. The wall assembly comprises a cladding (12) and a plurality of vertical formwork members (14, 16) spaced from each other along the wall assembly, and a horizontal formwork member (50) extending along the top of the wall assembly. The formwork members (14, 16, 50) are elongate profiles having a substantially constant cross sectional shape and they are arranged so that the formwork member/s and the cladding form an interconnected formwork defining a formwork space. The cementitious material that is cast within the formwork space is interconnected and forms a single underlying structural frame within the constructed wall assembly. The assembly includes a plurality of connectors (20, 56) extending between each vertical and horizontal formwork member (14, 16), and (50) and the cladding on which it is mounted. Each connector (20, 56) extends from the cladding (12) through the formwork space to the formwork member (14, 16, 50) so that it is cast within the cementitious material. A method of building a wall assembly is also disclosed.
摘要翻译：公开了一种用于在建筑物结构上形成外壁的墙组件。壁组件包括一个包层（12）和沿壁组件彼此间隔开的多个垂直模板构件（14,16），以及沿壁组件的顶部延伸的水平模板构件（50）。模板构件（14,16,50）是具有基本上恒定的横截面形状的细长型材，并且它们被布置成使得模板构件和包层形成限定模板空间的互连模板。浇铸在模板空间内的水泥质材料是互连的，并在构造的墙壁组件内形成一个单一的下面的结构框架。组件包括在每个垂直和水平模板构件（14,16）之间延伸的多个连接器（20,56）和（50）以及在其上安装的包层。每个连接器（20,56）从包层（12）延伸通过模板空间到模板构件（14,16,50），使得其被浇铸在水泥材料内。还公开了一种建立墙壁组件的方法。

4. 发明申请

WO2011127522A1 A METHOD OF FORMING A STRUCTURAL ELEMENT AND A METHOD OF BUILDING A STRUCTURE 审中-公开
标题翻译：一种形成结构元素的方法和一种建筑结构的方法
公开(公告)号：WO2011127522A1
公开(公告)日：2011-10-20
申请号：PCT/AU2011/000415
申请日：2011-04-12
申请人： KOSZO, Nandor
发明人： KOSZO, Nandor
IPC分类号： E04B1/20 , E04B2/64 , E04G13/02 , E04G13/04 , E04G17/14
CPC分类号： E04B2/68 , E04B2/8647 , E04B2002/867 , E04B2002/8688 , E04G17/14 , E04G21/26
摘要： A method of forming a structural element for a structure (10) is disclosed. The method includes arranging wall panels (20) in their position on the wall of the structure (10) such that they form an inner wall layer (14) and an outer wall layer (16). The wall panels (20) are also arranged so that they form a formwork (18) defining an elongate formwork zone (19). The method further includes pouring a flowable cementitious material into the formwork (18) that is capable of setting when it is allowed to stand. This causes a structural element (36) to be cast within the formwork zone (19) which is strong and is capable of carrying structural load. The formwork space can be vertically extending to form a vertical structural element such as a post or stud. Further the elongate formwork space can also be horizontally extending to form a structural element such as a beam or a plate. This technique which uses wall cladding such as wall panels to form the formwork can also be used to form an entire structural frame of a building.
摘要翻译：公开了一种形成结构（10）的结构元件的方法。该方法包括将墙板（20）布置在其结构（10）的壁上的位置，使得它们形成内壁层（14）和外壁层（16）。壁板（20）也布置成使得它们形成限定细长模板区（19）的模板（18）。该方法还包括将可流动的胶结材料浇注到模板（18）中，所述模板（18）能够在允许静置时设定。这导致结构元件（36）在模具区域（19）内被铸造，该模块区域（19）很坚固并且能承载结构载荷。模板空间可以垂直延伸以形成垂直结构元件，例如柱或柱。此外，细长模板空间还可以水平延伸以形成诸如梁或板的结构元件。使用诸如墙板之类的墙壁包层以形成模板的这种技术也可以用于形成建筑物的整个结构框架。

5. 发明申请

WO2004069765A8 HIGH-PERFORMANCE CONCRETE, REINFORCEMENT BAR, CONCRETE ELEMENT, WALL ELEMENT AND CONSTRUCTION 审中-公开
标题翻译：高性能混凝土，加固杆，混凝土构件，墙体构件
公开(公告)号：WO2004069765A8
公开(公告)日：2005-02-24
申请号：PCT/SE2004000148
申请日：2004-02-04
申请人： ERICSSON ROGER , OLSON ANDERS
发明人： ERICSSON ROGER , OLSON ANDERS
IPC分类号： C04B28/02 , E04B1/04 , E04B5/02 , E04C3/20 , E04C3/34 , E04C5/02 , C04B7/14 , C04B18/14 , C04B28/08 , E04B2/64 , E04C5/06
CPC分类号： E04B1/04 , C04B28/02 , C04B2111/28 , E04B1/14 , E04B1/161 , E04B1/165 , E04B5/023 , E04B5/04 , E04B5/046 , E04C3/20 , E04C3/34 , E04C5/02 , Y02W30/92 , C04B14/062 , C04B32/02 , C04B38/0058 , C04B40/0263 , C04B2103/30 , C04B18/067
摘要： The present invention relates to high-performance concrete comprising a ballast material, which comprises an open pore structure material for receiving during heating water vapour; a reinforcement bar (20), which reinforcement bar comprises a first tensile force portion (22) and a second tensile force portion (24), connected to the first tensile force portion (20) by means of an intermediate portion (26); and a concrete element (40) reinforced with the above-mentioned reinforcement bar. The invention further relates to a wall element (50) comprising a wall member (52) and a column (51) of high-performance concrete, wherein said concrete column (51) and said concrete wall member (52) form an integrated unit; and a construction (170) comprising at least one floor element (172), which floor element (172) is supported on least one wall element (160), said floor element (172) and said wall element (160) forming at least one casting mould for a beam (181).
摘要翻译：本发明涉及包含压载材料的高性能混凝土，其包括用于在加热水蒸气期间接收的开孔结构材料; 加强杆（20），该加强杆包括通过中间部分（26）连接到第一拉伸力部分（20）的第一拉伸力部分（22）和第二拉伸力部分（24）。和用上述钢筋加固的混凝土构件（40）。本发明还涉及一种包括壁构件（52）和高性能混凝土柱（51）的壁元件（50），其中所述混凝土柱（51）和所述混凝土壁构件（52）形成一体的单元; 以及包括至少一个地板元件（172）的结构（170），所述地板元件（172）被支撑在至少一个壁元件（160）上，所述地板元件（172）和所述壁元件（160）形成至少一个用于梁（181）的铸模。

6. 发明申请

WO2023282540A1 벽식 라멘 PC 시스템 审中-公开
公开(公告)号：WO2023282540A1
公开(公告)日：2023-01-12
申请号：PCT/KR2022/009441
申请日：2022-06-30
申请人： 서울대학교 산학협력단 , (주)유로엔지니어링
发明人： 강토마스현구 , 김군삼
IPC分类号： E04B1/35 , E04B1/41 , E04B2/64
摘要： 본 발명은 복수의 PC 기둥, PC 거더, PC 벽체 및 PC 슬래브의 All PC로 구성되는 것으로, 기둥과 거더뿐 아니라 슬래브와 벽체까지 All PC 화하여 현장 철근 배근이나 콘크리트 타설 작업을 생략하고, 공기를 단축할 수 있는 벽식 라멘 PC 시스템에 대한 것이다. 본 발명 벽식 라멘 PC 시스템은 상호 이격되게 설치되는 복수의 PC 기둥; 상기 PC 기둥 사이에 설치되어 단부가 PC 기둥의 측면에 제1접합구에 의해 접합되는 PC 거더; 양측의 PC 기둥과 상기 PC 기둥 사이에 상하로 설치되는 상하부 PC 거더의 사이에 설치되어 단부가 PC 기둥의 측면에 제2접합구에 의해 접합되는 PC 벽체; 및 상기 PC 거더 사이에 설치되어 단부가 PC 거더의 측면에 제3접합구에 의해 접합되는 PC 슬래브; 로 구성되는 것을 특징으로 한다.

7. 发明申请

WO2022124981A1 PREFABRICATED PREFINISHED VOLUMETRIC CONSTRUCTION (PPVC) MODULES AND METHODS OF MANUFACTURE THEREOF 审中-公开
公开(公告)号：WO2022124981A1
公开(公告)日：2022-06-16
申请号：PCT/SG2021/050479
申请日：2021-08-17
申请人： DRAGAGES SINGAPORE PTE. LTD. [SG]/[SG]
发明人： CHAILLAN, Gilles Marius Alain
IPC分类号： E04B1/41 , E04B2/64 , E04B1/348 , E04H1/12
摘要： A wall panel for a prefabricated prefinished volumetric construction (PPVC) module, comprising : a concrete shell having a plurality of elongate recesses formed in an outer surface thereof and extending along a length of the concrete shell; and at least one undulating cable located at each elongate recess, the at least one undulating cable being partially embedded in the concrete shell such that a plurality of projecting undulations extend along, and protrude from, each of said elongate recesses.

8. 发明申请

WO2018138746A1 BUILDING SYSTEM FOR CLADDING WITH PREFABRICATED ELEMENTS 审中-公开
公开(公告)号：WO2018138746A1
公开(公告)日：2018-08-02
申请号：PCT/IT2018/050011
申请日：2018-01-25
申请人： STUDIO 62 S.R.L.S.
发明人： DI FRANCESCANTONIO, Fiore
IPC分类号： E04B2/88 , E04B2/90 , E04B2/64 , E04C2/38 , E04B2/94 , E04B2/60 , E04B1/04 , E04B1/00 , E04F11/18 , E06B1/02
CPC分类号： E04B2/94 , E04B1/003 , E04B1/04 , E04B2/60 , E04B2/64 , E04B2/90 , E04C2/382 , E06B1/02 , E06B1/528
摘要： The building system is mainly applicable to the civil buildings, houses, shops, offices and so on. It is applicable to buildings with a concrete, metal or wooden bearing structure; it's not applicable to buildings with masonry walls bearing structure. The building system is conceived to realize versatile cladding wall, anti-seismic, fire-resistant and very insulating, with a new technic that assures a considerable saving of time and money. The cladding wall are realized through the assembly of prefabricated modular elements, in adherence between them, flanked side by side and overlaid. It's possible to fill all the possible spaces between the pillars by choosing properly the elements. Differently, the space between the planking level and the beam's intrados of the upper floor is filled with two lines of elements. Thereupon, the applicable law usually establishes standard heights; however, even if the height of the elements isn't corresponding to the height to fill, the space can be filled just changing the thickness of curb where the first line of elements is going to be installed. By this building system is easy to assembly the cladding walls, eliminating a lot of interventions necessaries to realize the traditional cladding walls, shortening the execution times, also because there are no interventions like to wall up, to plaster, to skim, to paint and so on, and shortening the processing time, because they don't need mortars, smoothing materials nor plasterworks' drying and desiccation time. The elements, assembled and linked among them and with the bearing structure's backbone, form a framework with its own stiffness. So that the elements form a sub-framework in relation to the main framework (the bearing structure of the building). It's possible to install thermal insulation and soundproofing panels on this sub- framework, followed by the installation of closing panels and fagade finishing layer. This way, it's possible to avoid the negative effect of "thermal bridges" and the sound insulation between the external and internal environment is effective. In the thickness of elements, it's possible to place utilities' pipelines and ducts. The building system eliminates demolition work, opening traces, closing tracks, plastering and so on. Inside the single element is possible to install every external and internal window fixture, like doorways, windows, French windows, interior doors. The element has constructive regularity and high degree of accuracy, so that it performs the function of counter-framework, avoiding the need to provide and install counter-frameworks in the building site. All the elements have holes with several uses, including the goal to equip the external sides with photovoltaic panels and solar thermal panels; the sub- framework is suitable to support ventilated walls. The elements are produced in limited series. They are conceived both reinforced concrete elements and metal or wooden elements. The building system is also suitable to performs the function of room dividers, dividers between different flats, and so on. Moreover, the elements are also suitable to other uses like: for example, parapets, railings, pedestrian barriers, bollards, guardrails, framework for niches to locate the utilities, and so on.

9. 发明申请

WO2012065534A1 预制钢筋混凝土模板及其制造方法、以及用模板建造的剪力墙结构建筑及其建造方法审中-公开
公开(公告)号：WO2012065534A1
公开(公告)日：2012-05-24
申请号：PCT/CN2011/082172
申请日：2011-11-14
申请人：清华大学建筑设计研究院有限公司 , 侯建群
发明人：侯建群
IPC分类号： E04G9/00 , E04G11/02 , E04G11/06 , E04G11/36 , E04C2/30 , E04B2/86 , E04B2/64 , E04B5/18
CPC分类号： E04C2/044 , E04B1/165 , E04B2/8629 , E04B5/38 , E04C2/06

10. 发明申请

WO2023012594A1 PREASSEMBLED MODULE OF A COVERING SYSTEM 审中-公开
公开(公告)号：WO2023012594A1
公开(公告)日：2023-02-09
申请号：PCT/IB2022/056913
申请日：2022-07-27
申请人： PROGETTO SISMA S.R.L.
发明人： TENEGGI, Cristian , DALLARI, Andrea , GAMBARELLI, Marco
IPC分类号： E04B2/56 , E04B2/64 , E04B1/21 , E04G23/02
摘要： The invention consists of a preassembled module (1) for reinforcing a beam-pillar connection (500) of a building, comprising a plate- shaped device (2) extending mainly along a main imaginary plane (P), and four support devices (3) engaged with the plate-shaped device (2). The preassembled module (1) is configurable in a connection reinforcing configuration, in which the plate shaped device (2) directly engages the beam-pillar connection (500), and in which each support device (3) is accommodated in a reinforcing region (600) between a beam and a pillar.

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式