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    • 3. 发明申请
    • PRECAST INSULATED LOAD BEARING ROOF ELEMENT AND METHODS OF MANUFACTURING A ROOF ELEMENT
    • 预制绝缘负载轴承单元和制造屋顶单元的方法
    • WO2016079212A1
    • 2016-05-26
    • PCT/EP2015/077027
    • 2015-11-18
    • THEDUFFUS V/DAVID JOHN DUFFUS
    • DUFFUS, David John
    • E04B7/22
    • E04B7/22E04B1/665E04B2103/02E04D3/352E04D11/002E04D13/0404
    • The present disclosure relates to a precast load bearing roof deck element for a building comprising an upper floor layer of concrete, a load bearing steel reinforced lower layer of concrete, at least one thermally insulating layer located between and separating the upper floor layer of concrete and the lower layer of concrete, and a plurality of binders extending between the lower layer of concrete and the upper floor layer of concrete, the roof deck element configured to be mounted on a load bearing construction of the building. The disclosure also relates to a roof construction comprising a load bearing construction, such as a column and beam construction, and at least two of the above mentioned precast load bearing roof deck elements, wherein the roof deck elements are positioned side by side forming a gap between the roof deck elements, wherein the distance between the roof elements is between 0 mm and 100 mm, or between 1 mm and 100 mm. Furthermore the present disclosure relates to a method for manufacturing a load bearing roof deck element and a method for installing a roof construction on a load bearing construction of a building.
    • 本发明涉及一种用于建筑物的预制承载屋顶板元件,其包括混凝土的上层,承载钢筋混凝土的下层,至少一个隔热层,位于混凝土的上层之间并分离;以及 混凝土的下层,以及在混凝土的下层和混凝土的上层之间延伸的多个粘合剂,所述屋顶平台元件构造成安装在建筑物的承载结构上。 本公开还涉及一种屋顶结构,其包括负载承载结构,例如柱和梁结构,以及至少两个上述预制承重屋顶板,其中屋顶板元件并排地形成间隙 在屋顶板元件之间,其中屋顶元件之间的距离在0mm至100mm之间,或在1mm至100mm之间。 此外,本公开涉及一种用于制造承重屋顶板元件的方法和在建筑物的承重结构上安装屋顶结构的方法。
    • 4. 发明申请
    • GUTTER ASSEMBLY UNIT, PARTICULARLY FOR A BUILDING WITH A ROOF WITHOUT EAVES
    • GUTTER组装单元,特别适用于无屋顶的建筑物
    • WO2013162388A1
    • 2013-10-31
    • PCT/PL2013/000048
    • 2013-04-10
    • BURYŁO, Szczepan
    • BURYŁO, Szczepan
    • E04D13/072
    • E04D13/076E04D13/0404E04D13/0722
    • The gutter assembly unit having bracket (U) of gutter (R) and the cover attachement (M). The bracket (U) is U-shaped, hook-shaped with flanges directed external to the cross section, which web locates the gutter between a rim inwardly bent from the rear wall of the web and the outwardly curved front rim of the bracket (U). The cover attachment (M) is suspended on the curved front rim of the gutter (R). The bracket has attachment grooves (3) on the bottom edge of the flanges in the area behind the lower front bend, directed at a sharp angle (a) downward to the rear and the cover attachment (M) has a front face (4) of a height (H) greater than the height (h) of the bracket (U) and an oblique face (5) bent away from the lower edge in from below the bracket (U) upward. The oblique face is finished with a catch (6) which enters the attachment grooves (3) by elastic deformation of the cover attachement (M).
    • 沟槽组件单元具有槽(R)的支架(U)和盖子附件(M)。 支架(U)是U形的,钩形的,其凸缘指向横截面的外部,该腹板将沟槽定位在从腹板的后壁向内弯曲的边缘和支架的向外弯曲的前边缘(U )。 盖附件(M)悬挂在沟槽(R)的弯曲前缘上。 支架在下前部弯曲部后面的区域的凸缘的底部边缘上具有向下并向后倾斜的尖角(a)的附接槽(3),并且盖附件(M)具有前表面(4) 的高度(H)大于所述支架(U)的高度(h)和从所述支架(U)的下方向下弯曲的所述下边缘的倾斜面(5)。 倾斜面完成了通过盖子附件(M)的弹性变形进入安装槽(3)的卡子(6)。
    • 5. 发明申请
    • VACUUM-ASSISTED-PUMPING SYSTEM AND METHOD
    • 真空辅助泵系统和方法
    • WO2018018146A1
    • 2018-02-01
    • PCT/CA2017/050896
    • 2017-07-25
    • FOX, Samuel
    • FOX, Samuel
    • E03F1/00E01H1/08E03B5/02F04D13/08F04D15/00
    • A47L7/0028A47L7/0023A47L7/0038E03B1/041E03B2001/047E03F7/10E04D13/04E04D13/0404E04G23/00F01P5/00F04D13/16F04D15/0218F04F3/00Y02A20/108
    • A system for removing a volume of liquid including a pressure-sealed-pump- vessel, at least one liquid-aperture, a liquid-level-control-valve, a liquid-discharge, a sump- pump, a pressure-sealed-suction-vessel, and one or more vessel-connections. The one or more vessel-connections configured to fluidly couple the pressure-sealed-pump-vessel and the pressure-sealed-suction-vessel, in the preferred embodiment. The sump-pump is located within the pressure-sealed-pump-vessel and includes a pump-inlet and a pump-outlet. The pump-inlet fluidly coupled to the liquid-aperture, and the pump-outlet is fluidly coupled to the liquid-discharge. The sump-pump configured to pump the volume of liquid from the pressure-sealed-pump-vessel and from the system via the liquid-discharge to remove the volume of water from a roof surface or other similar horizontal or substantially horizontal surface.
    • 一种用于去除一定体积的液体的系统,该系统包括压力密封式泵容器,至少一个液体孔口,液位控制阀,液体排出口,集液槽, 泵,压力密封吸入容器和一个或多个容器连接件。 在优选实施例中,一个或多个容器连接件构造成流体地连接压力密封泵容器和压力密封抽吸容器。 污水泵位于压力密封泵容器内,包括一个泵入口和一个泵出口。 泵入口流体地连接到液体孔并且泵出口流体连接到液体排出口。 槽式泵构造成从压力密封式泵容器泵出一定体积的液体并通过液体排出从系统泵出,以从屋顶表面或其他类似的水平或基本上水平的表面去除一定量的水。 p>
    • 9. 发明申请
    • METHOD AND APPARATUS FOR SIPHONING WATER FROM A PONDING AREA ON A FLAT ROOF
    • 方法和装置,用于从平坦的屋顶上的一个连接区域的水中去除水
    • WO1980000175A1
    • 1980-02-07
    • PCT/US1978000214
    • 1978-12-14
    • LOFTIN D
    • F04F10/00
    • E04D13/08E04D13/0404E04D2013/0893F04F10/00
    • A method and apparatus for removing water from a ponding area of a flat roof having a run-off system which is no longer operable to drain water from the ponding area which comprises directing a quantity of the run-off water flowing in the run-off system (54 or 60) as a result of the commencement of a rain condition or the like into a priming chamber (22 or 82), displacing water from the priming chamber back into the run-off system in such a way as to establish a negative pressure condition within the priming chamber, and communicating (46 or 72) the negative pressure condition to an end of a siphon hose (40) at a vertical level below the level of the ponding area, the other inlet end (44) of which is disposed in water sucking relation to the ponding area to thereby prime the siphon hose and commence the flow of water from the ponding area which flows after the cessation of the rain condition or the like continues until the water is substantially removed from the ponding area.
    • 一种用于从具有径流系统的平顶的池塘区域除去水的方法和装置,所述径流系统不再可操作以从所述池塘区域排出水,所述方法和装置包括:引导一定数量的所述径流中流动的所述流出水 系统(54或60)由于开始下雨状况等而进入起动舱(22或82),将水从启动室移回到径流系统中,以便建立一个 在启动室内的负压条件下,并且将负压条件连通(46或72)到位于虹吸管(40)的一端的垂直高度低于蓄水区域的水平面,其另一入口端(44) 被放置在与积水区域相吸的水中,从而引起虹吸管,并且在雨水状态等停止之后继续流动的积水区域开始流动,直到水基本上从积水区域移除。