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DOUBLE WALL MADE OF HIGH-STRENGTH OR ULTRA-HIGH-STRENGTH REINFORCED CONCRETE

机译:高强或超高强混凝土双壁

摘要

The invention relates to a double wall (3), comprising a first wall plate (1), a second wall plate (2) spaced apart from the first wall plate (1) and connecting elements (4) which connect the first wall plate (1) to the second wall plate (2), wherein each of the two wall plates (1, 2) has a concrete layer (5) and a wall plate reinforcement (6). The wall plate reinforcement (6) comprises an outer reinforcement layer (7) and an inner reinforcement layer (8) which intersects the outer reinforcement layer (7), wherein the inner reinforcement layer (7) and the outer reinforcement layer (8) are connected to each other by means of a connection (23) at at least 10% of the intersection points (K) thereof, at least one of the two wall plates (1, 2) has a concrete layer (5) comprising a thickness between 10 mm and 45 mm and at least one of the concrete layers (5) contains a high-strength or ultra-high-strength concrete, wherein one of the two reinforcement layers (7, 8) has an embedding depth (E) in the concrete layer (5), which is smaller than the diameter (D) of the only partially embedded reinforcement layer (7, 8). The invention further relates to a method for producing a double wall (3) according to the invention.
机译:本发明涉及一种双壁(3),其包括第一壁板(1),与第一壁板(1)间隔开的第二壁板(2)以及连接第一壁板(1)的连接元件(4)。图1)至第二壁板(2),其中两个壁板(1、2)中的每一个均具有混凝土层(5)和壁板加强件(6)。壁板增强件(6)包括外部增强层(7)和与外部增强层(7)相交的内部增强层(8),其中内部增强层(7)和外部增强层(8)为通过至少在其交点(K)的10%处的连接(23)彼此连接,两个壁板(1、2)中的至少一个具有混凝土层(5),该混凝土层(5)的厚度为10毫米和45毫米,并且至少一个混凝土层(5)包含高强度或超高强度混凝土,其中两个增强层(7、8)中的一个在其埋入深度(E)中混凝土层(5),其小于仅部分嵌入的增强层(7、8)的直径(D)。本发明还涉及一种用于制造根据本发明的双壁(3)的方法。

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