Composite floor system
    1.
    发明公开
    Composite floor system 失效
    复合地板系统

    公开(公告)号:EP0084961A3

    公开(公告)日:1984-05-02

    申请号:EP83300300

    申请日:1983-01-20

    Inventor: Person, Joel I.

    CPC classification number: E04B5/29 E04B5/40

    Abstract: A composite floor system includes a plurality of joists (10, 12), each having a top (14) and bottom (16) chord and a web (18) in the space between the chords. The top chord (14) includes a pair of angle bars (30, 28), each having a vertical leg of differing heights and a horizontal leg. The top of the web extends between the vertical legs of the chord to a point between or level with the top of the larger vertical leg (38) of the angle bars. Decking (42) is supported by the horizontal legs (32, 36) of the chord of adjacent joists and a concrete slab (44) poured on the decking and between the vertical legs of the top chord to provide bonding between the concrete slab, top chord and web.

    Method to increase the adherence between two surfaces
    2.
    发明公开
    Method to increase the adherence between two surfaces 失效
    增加两面之间的偏差的方法

    公开(公告)号:EP0092536A3

    公开(公告)日:1984-08-15

    申请号:EP83850097

    申请日:1983-04-14

    Applicant: Grabo Bygg AB

    Inventor: Bergman, Göran

    CPC classification number: E04C5/03 B05D1/14 E04F13/04

    Abstract: The present invention refers to a method to increase the adherence between a relatively glossy surface, e.g. a steel surface and a substance which can be applied on or around said surface which is pourable and solidifies to a rigid form. The object of the invention is to provide a simple and a relatively cheap method to increase the adherence without that the glossy surface being exposed to deformations or weakenings, and which adherence should be accomplished on even surfaces as well as on single or double curved surfaces and also in recesses which are difficult to access. These objects have been solved by that a glossy surface which is provided with a glue layer or the like is coated in an electrostatic way, alternatively is coated with artificial fibres so-called fibre flocks, which are raised from the surface, covering an essential part of its surface, whereby the green concrete is applied against the fibre flock.

    Abstract translation: 本发明涉及一种增加相对光泽的表面之间的附着力的方法, 钢表面和可以施加在所述表面上或周围的物质,其可倾倒并固化成刚性形式。 本发明的目的是提供一种简单且相对便宜的方法来增加粘附性,而不会使光泽表面暴露于变形或弱化,以及哪些粘附应在均匀的表面上以及单个或双曲面上实现,以及 也在难以进入的凹槽中。 这些目的已经被解决了,设置有胶层等的光泽表面以静电方式被涂覆,或者替代地涂覆有人造纤维,所谓的纤维绒,从表面上升起来,覆盖基本部分 的表面,由此将绿色混凝土施加到纤维绒。

    A COMPOSITE DECK AND A TRAY THEREFOR
    3.
    发明申请
    A COMPOSITE DECK AND A TRAY THEREFOR 审中-公开
    一个复合板和一个托盘

    公开(公告)号:WO1997045604A1

    公开(公告)日:1997-12-04

    申请号:PCT/SE1997000927

    申请日:1997-05-29

    Inventor: PLANNJA AB

    CPC classification number: E04B5/40

    Abstract: A tray (11) for a composite deck comprises a sheet steel profile with a wide lower flange (12) as a bottom, two webs (13, 14) and stiff upper flanges (15, 16) that extend above an insulation board (22) in the tray. The insulation board is not cemented to the steel. It is stiff enough to permit people to walk on it and to prevent the webs from tilting inwardly. The webs of adjacent trays support each other so that they cannot tilt outwardly.

    Abstract translation: 用于复合甲板的托盘(11)包括具有作为底部的宽下凸缘(12)的钢板型材,在绝缘板(22)上延伸的两个腹板(13,14)和刚性上凸缘(15,16) )在托盘中。 绝缘板不粘结到钢。 它足够坚硬,可以让人们在其上行走,并防止网向内倾斜。 相邻托盘的腹板相互支撑,使得它们不能向外倾斜。

    PROFILED SHEET METAL SHUTTERING FOR COMPOSITE CONCRETE CEILINGS
    4.
    发明申请
    PROFILED SHEET METAL SHUTTERING FOR COMPOSITE CONCRETE CEILINGS 审中-公开
    用于复合混凝土天花板的型材切割金属切割

    公开(公告)号:WO1991009185A1

    公开(公告)日:1991-06-27

    申请号:PCT/AT1990000124

    申请日:1990-12-18

    CPC classification number: E04B5/40

    Abstract: Profiled sheet metal shuttering (1) for composite concrete ceilings (2) has parallel ribs (3) of trapezoidal cross-section which open downward and folds (4) in the sheet metal which open upward between the ribs (3). The folds (4) are corrugated in the longitudinal direction. The amplitudes of the generatrices of the corrugations reach a maximum at the free, upper edge (5) of the fold and decrease to zero at the lower edge (6). The ratio of the amplitude (a) to the half-wavelength (1/2) at the upper edge (5) of the fold is between 0.01 and 0.07.

    Abstract translation: 用于复合混凝土天花板(2)的异形金属薄板(1)具有梯形横截面的平行肋(3),向下敞开并折叠(4)在金属板之间,在肋(3)之间向上敞开。 褶皱(4)在纵向上是波纹状的。 波纹的母线的幅度在折叠的自由上边缘(5)处达到最大值,并在下边缘(6)处降低到零。 在折叠的上边缘(5)处的振幅(a)与半波长(1/2)的比率在0.01和0.07之间。

    WEIGHBRIDGE AND METHOD OF PRODUCING IT
    5.
    发明申请
    WEIGHBRIDGE AND METHOD OF PRODUCING IT 审中-公开
    重量及其生产方法

    公开(公告)号:WO1981001197A1

    公开(公告)日:1981-04-30

    申请号:PCT/SE1980000249

    申请日:1980-10-15

    CPC classification number: G01G21/23 E04B5/40

    Abstract: Weighbridge consisting at least partially of cast concrete portions, and method of producing such a bridge. With the object of increasing the accuracy of a weighbridge, of facilitating and cheapening the production of a weighbridge, it is proposed according to the present invention that the bridge (1) should be disposed resting against two beams (5) which are disposed along the long sides of the bridge and supported by transmitter members (6), that at least two transverse beams (7) are disposed secured between the longitudinal beams (5) of the bridge, preferably at the short sides of the bridge, that the cast portions of the bridge are surrounded by an edge lining (3) preferably of sheet metal bearing downwards against the tops of the beams (5, 7), and that the cast portions preferably comprise a corrugated or profiled bottom metal sheet (12) resting substantially against the longitudinal beams of the bridge. As a result of the invention, it becomes possible to cast the weighbridge on site above the longitudinal beams, and the mould formed by the edge lining, beams and metal sheets does not have to be removed after the cast concrete has set.

    Abstract translation: 至少部分由铸造混凝土部分构成的称重桥,以及制造这种桥的方法。 为了提高称重桥的精度,为了便于制造地磅,提出了根据本发明的桥梁(1)应该设置在两个梁(5)上,两个梁(5)沿着 桥梁的长边并由发射器构件(6)支撑,至少两个横梁(7)被固定在桥的纵向梁(5)之间,优选地在桥的短边处,浇铸部分 桥梁的边缘衬里(3)被优选地围绕梁(5,7)的顶部向下的金属板材围绕,并且铸造部分优选地包括基本上抵靠 桥的纵梁。 作为本发明的结果,可以在纵梁上方现场浇筑称重桥,并且在铸造混凝土固定之后,不必去除由边缘衬里,梁和金属板形成的模具。

    Composite floor system
    6.
    发明公开
    Composite floor system 失效
    复合地板系统

    公开(公告)号:EP0169015A3

    公开(公告)日:1987-03-04

    申请号:EP85304838

    申请日:1985-07-05

    CPC classification number: E04B5/29 E04B5/40

    Abstract: A composite floor system includes a plurality of joists, each having a top and bottom chord and a web in the space between te chords. The top chord is formed with a pair of horizontally extending legs and at least one vertical leg. The top of the web is attached to the bottom surface of the top chord. Metal decking is supported by the horizontal legs of the top chord of adjacent joists and a concrete slab is poured on the decking and encloses the vertical leg of the top chord.

    Method and mold for constructing a concrete floor
    8.
    发明公开
    Method and mold for constructing a concrete floor 失效
    用于构造混凝土地板的方法和模具

    公开(公告)号:EP0031167A3

    公开(公告)日:1981-09-09

    申请号:EP80108150

    申请日:1980-12-22

    CPC classification number: E04B5/36 E04B5/10 E04B5/40

    Abstract: A number of module molds (1,9) comprising a web (2,2'), a plurality of reinforcing ribs (5,5'), an insert piece (7) at one end of the web, a deposit margin (6) at the other end of the web, and abutments (8,8') at both side ends of the web, are arranged in line and in file along beams (11) and concrete is placed over the arranged molds.

    Abstract translation: 多个模块模具(1,9)包括网(2,2分钟),多个加强肋(5,5分钟),在网的一端的插入件(7),沉积边 ),并且在梁的两个侧端处的基台(8,8分钟)沿着梁(11)成直线地放置并且被混合物放置在布置的模具上。

    A STRUCTURAL MEMBER
    9.
    发明申请
    A STRUCTURAL MEMBER 审中-公开
    一个结构成员

    公开(公告)号:WO1996021069A1

    公开(公告)日:1996-07-11

    申请号:PCT/AU1996000006

    申请日:1996-01-05

    CPC classification number: E04B5/40

    Abstract: A structural member for use in the construction of composite slabs for flooring systems of buildings is disclosed. The structural member comprises: (a) a profiled steel sheeting (3) having a plurality of parallel ribs (5) separated by pans (6); (B) a plurality of top chord elements (7) spaced above the steel sheeting (3); and (c) a plurality of web chord elements (9) connecting together the steel sheeting (3) and the top chord elements (7) with each web chord element (9) being connected to one of the pans (6) or to adjacent pans (6); such that the steel sheeting (3), the top chord elements (7), and the web chord elements (9) define at least one truss.

    Abstract translation: 公开了一种用于建筑物地板系统的复合板的结构件。 结构构件包括:(a)具有多个由平底锅(6)分开的平行肋(5)的成型钢板(3); (B)在所述钢板(3)上方间隔开的多个顶弦元件(7); 和(c)多个网状弦元件(9),其将钢板(3)和顶弦元件(7)连接在一起,每个腹板弦元件(9)连接到一个平底锅(6)或相邻 锅(6); 使得钢板(3),顶弦元件(7)和幅材弦元件(9)限定至少一个桁架。

    COLLABORATING FORMWORK WITH CONNECTED EDGES
    10.
    发明申请
    COLLABORATING FORMWORK WITH CONNECTED EDGES 审中-公开
    具有连接边缘的协同工作

    公开(公告)号:WO1994025699A1

    公开(公告)日:1994-11-10

    申请号:PCT/FR1994000512

    申请日:1994-05-03

    CPC classification number: E04B5/40

    Abstract: The invention relates to the building industry and more particularly to a metal ribbed formwork (1) having a cross-section with polygonal ribs, which is further provided with local inset deformations (7) formed in the edges (2, 3) of the ribs, said deformations forming series of narrowings of the lands (4, 5) which are anchored in the concrete. The invention also relates to a machine for fabricating such sectional elements. The formwork according to the invention is intended to the construction of high span collaborating floors.

    Abstract translation: 本发明涉及建筑工业,更具体地涉及具有多边形肋的横截面的金属肋状模板(1),其还设置有形成在肋的边缘(2,3)中的局部插入变形(7) 所述变形形成锚固在混凝土中的陆地(4,5)的一系列变窄。 本发明还涉及一种用于制造这种截面元件的机器。 根据本发明的模板旨在构建高跨度协作地板。

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