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    • 21. 发明申请
    • PILING METHOD
    • WO2021069939A1
    • 2021-04-15
    • PCT/HU2020/000030
    • 2020-10-05
    • SZABÓ, Zoltán
    • SZABÓ, Zoltán
    • E02D7/20E02D27/02E02D27/16E02D27/28E02D35/00
    • The subject of the invention is a piling method using pressing from above through the opening of substructure, which method makes sure that the substructure specially prepared in advance functions as a counterweight to allow establishing the substructure by means of pressed piling method, and in addition to that the method allows that the strengthening of the given building and its substructure is possible with the pressed piling method that can be performed subsequently in the substructure of the already existing building. The invention is piling method using pressing from above through the opening of substructure, which makes sure that the substructures of new buildings are strengthened by means of pressed piles. It is characterised by that openings (3) are formed at predetermined locations of substructure (1) with the help of shuttering or with casing embedded in concrete during the construction of the substructure (1), and tie elements (4) are fixed next to the opening (3), and counter frame (5) is fastened above the given opening (3) on the substructure (1), so that the counter frame (5) is fixed to the tie elements (4), while a hydraulic press (6) fastened to the counter frame (5) is used to press the pile tip (8) first, and then the pile bodies (7) attached to one another by means of welding or adhering into the natural soil (22) until the load carrying subsoil is reached, then the hydraulic press (6) and the counter frame (5) is removed, and the topmost pile body (7) is blocked.
    • 22. 发明申请
    • DURABLE CONSTRUCTION OBJECT MADE OF THREE LAYERED PREFABRICATED FEROCEMENT CONSTRUCTIVE ELEMENTS
    • WO2021010851A1
    • 2021-01-21
    • PCT/RS2019/000021
    • 2019-07-12
    • MILINKOVIC, Mladen
    • MILINKOVIC, Mladen
    • E04B1/14E04B1/16E04C2/04E02D27/02E04B1/00E04G5/00E04G17/14E04G21/26E04B9/00B28B7/00E04B1/41E04B5/06
    • The invention relates to a construction of permanent high rise residential and commercial buildings made of three layered prefabricated ferrocement constructive elements in which final internal layer does not participate in the static system. Building is made on prior constructed reinforced concrete foundations (1) and a floor slab (2). On the construction site, on the foundations (1), wall elements (E1) are temporarily supported by raking struts (5), until reinforced concrete columns (3) are constructed in a space between the two adjacent element (E1). Anchor sets (A1) are implemented in the structural edge ribs (6) at all four comers of the wall element (E1). Reinforced concrete ring beams (4) are made over top structural edge ribs (6) away from finishing interior layer (8) with tapered edges (9). Roof elements (E2), which carry all standard constructions of the suspended ceilings (S) are anchoring on the reinforced concrete ring beams (4). Anchor sets (A2) are implemented at arbitrary points in structural ribs (24) of the prefabricated elements (E2). The insulation (I1) of the wall element (E1) is continuous and uninterrupted in the entire structure in the both, horizontal and vertical cross sections. The insulation (I1) is in contact with insulation (13) of the suspended ceiling (S), insulation (I2) on the roof element (E2) and insulation (I4) of the floor plate (2). The foundations (1) are insulated from the outside by insulation (I5). Such constructed and insulated building represents an object made of prefabricated elements with virtually invisible interior joints and without thermal bridges.
    • 29. 发明申请
    • PREFABRICATED FOUNDATION ELEMENT FOR BUILDING WALLS
    • 用于建筑墙面的预制基础元素
    • WO2009156818A1
    • 2009-12-30
    • PCT/IB2009/006011
    • 2009-06-22
    • GEOTECH LIZENZ AGBROVELLI, Emilio
    • BROVELLI, Emilio
    • E01F8/00E02D27/02E02D29/02
    • E02D29/0266E02D29/025
    • The prefabricated foundation element for building walls using filling material, particularly earth or the like, comprises a structure having a first and a second longitudinal beam resting on the ground, that are substantially parallel with each other and associated with each other by means of a first and a second connection section which are substantially crossways to the longitudinal beams and are suitable for supporting, respectively, a first and a second support foot of a construction element for building walls using filling material, the extremities of the longitudinal beams extending beyond the connection sections to define a first open compartment obtained among the beam extremities and the first connection section, a second open compartment obtained among the beam extremities and the second connection section, and a third closed compartment obtained among the longitudinal beams and the connection sections, with the longitudinal beams and connection sections being associable rebars suitable for being positioned in a work configuration in which they extend inside the compartments.
    • 用于使用填充材料,特别是地球等的建筑物墙壁的预制基础元件包括具有搁置在地面上的第一和第二纵向梁的结构,其基本上彼此平行并且通过第一 以及第二连接部分,其基本上横向于纵向梁,并且适于分别支撑用于使用填充材料建筑墙壁的构造元件的第一和第二支撑脚,所述纵向梁的末端延伸超过连接部分 以限定在所述光束末端和所述第一连接部分之间获得的第一开放室,在所述光束末端和所述第二连接部分之间获得的第二开放室,以及在所述纵向光束和所述连接部分之间获得的第三闭合室, 梁和连接部分是可关联的reba rs适于定位在工作配置中,其中它们在隔间内延伸。