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118 条记录 (耗时 0.019 秒)

    Method and arrangement for installing energy exchange unit to roof and energy exchange element
    24.
    发明公开
    Method and arrangement for installing energy exchange unit to roof and energy exchange element 审中-公开
    方法和装置的屋顶和能量交换元件上安装的能量交换单元

    公开(公告)号：EP2653800A2

    公开(公告)日：2013-10-23

    申请号：EP13162832.3

    申请日：2013-04-09

    申请人： Rautaruukki Oyj

    发明人： Eerola, Harri ,  Kari Petteri, Lautso

    IPC分类号： F24J2/04 ,  F24J2/52

    CPC分类号： H02S20/25 ,  F24S20/67 ,  F24S25/67 ,  F24S2025/014 ,  F24S2025/022 ,  Y02B10/12 ,  Y02B10/20 ,  Y02E10/44 ,  Y02E10/47

    摘要： The invention relates to a method and arrangement for installing an energy exchange unit (4) to a roof (2) of a building (1), and to an energy exchange element (3). In the arrangement the energy exchange unit (4) is supported on the roof trusses (10) in the installation area (5) such that bottom surface (31) of the energy exchange unit (4) is positioned between upper surface of the roof trusses (10) of the roof (2) and bottom surface of the battens (12) of the roof (2).

    摘要翻译： 本发明涉及的方法和装置在能量交换元件（3）的建筑物（1）的车顶（2）中的能量交换单元（4）安装，并。 在该装置的能量交换单元（4）被支撑在安装区域中的屋顶桁架（10）（5）检查做了能量交换单元的底表面（31）（4）在所述屋顶桁架的上表面之间定位 屋顶在屋顶（2）的板条（12）的（2）和底表面（10）。

    Profile sheet and joint between profile sheets
    26.
    发明公开
    Profile sheet and joint between profile sheets 有权
    轮廓板和所述安装板之间的连接

    公开(公告)号：EP2436849A2

    公开(公告)日：2012-04-04

    申请号：EP11183459.4

    申请日：2011-09-30

    申请人： Rautaruukki OYJ

    发明人： Autio, Mika ,  Florczak, Pawel ,  Huopana, Tuomo ,  Lempinen, Juhani ,  Perttula, Matti ,  Savola, Juho

    IPC分类号： E04D3/365 ,  E04D1/30

    CPC分类号： E04D3/365 ,  E04D1/30 ,  E04D3/30

    摘要： The present invention refers to joints between profile sheets (1) used for roofing, the joints being perpendicular to the roof ridge, and to providing support in the ridge direction for the profile sheets. The invention is based on providing the profile sheet (1) comprising, as viewed from above, a designed transverse profiling (7), with such a shape of the longitudinal profiling (4) at the lateral edges (2, 3) of the profile sheet (1), which enables overlapping profile sheets adjacent to each other in the ridge direction, in such a way, that the folds (12) of the longitudinal profiling (4) overlap only partly. Thus a larger effective width is achieved as well as an improved support in the ridge direction of adjacent profile sheets (1).

    ROOFING AND ITS MANUFACTURING METHOD
    27.
    发明公开
    ROOFING AND ITS MANUFACTURING METHOD 审中-公开
    屋面及其制造方法

    公开(公告)号：EP2021559A1

    公开(公告)日：2009-02-11

    申请号：EP07730800.5

    申请日：2007-05-31

    申请人： Rautaruukki OYJ

    发明人： MOISIO, Marko

    IPC分类号： E04D3/35 ,  E04B7/22

    CPC分类号： E04D3/352 ,  E04D13/1643

    摘要： The invention relates to roofing that comprises two or more sandwich elements (2) that are tightly attached to each other and comprise a first sheet (4) forming an outer roof surface, a second sheet (6), and filling material (10) between the first and second sheets (4, 6). According to the invention, at least the first sheet (4) of the sandwich element (2) is furnished with water-proofing.

    A TUBULAR PILE ENCASED IN CONCRETE AND A PILE-DRIVING METHOD
    28.
    发明授权
    A TUBULAR PILE ENCASED IN CONCRETE AND A PILE-DRIVING METHOD 有权
    嵌入在混凝土圆极点和PFAHLRAMMMETHODE

    公开(公告)号：EP1507928B1

    公开(公告)日：2008-03-26

    申请号：EP99961078.5

    申请日：1999-12-13

    申请人： RAUTARUUKKI OYJ

    发明人： LEHTONEN, Jouko

    IPC分类号： E02D5/30 ,  E02D5/34

    CPC分类号： E02D5/30

    摘要： The invention relates to tubular piles encased in concrete, which comprise a metal pile tube (2) to be driven into soil, and in the upper end of the said tube an aperture for feeding liquid concrete mass into the pile tube interior (12). The lower end of the pile tube is provided with a pile shoe (1) comprising a longitudinal tip section (3) with uniform broadness and a ferrule (6), the maximum diameter (D1) of which is bigger than the outer diameter (D2) of the pile tube, and flow apertures (7), which are arranged above the lowermost upwards free base (24) of the ferrule and pass through the circumferential surface (23) of the said pile tube extension for the out-flow of concrete mass. The distance (L1) of the pile shoe from the tool tip (10) is at least five times the outer diameter (D2) of the pile tube.