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Precast retaining structures angled profile for small streams

机译:预制固定结构,用于小溪流

摘要

The invention relates to the field of hydraulic engineering and is designed to provide electricity to consumers on the basis of a low-head dam consisting of prefabricated reinforced concrete construction using composite materials mounted on rivers of small channels or with a depth of 2.5 m and creating a pressure up to 10 m and is directed the creation and layout of a collapsible structure retaining structures while ensuring the necessary loads and with low material consumption and low cost, with a simple installation and operation, as well as for the implementation of possible types of design, acquisition and retaining structures on small streams. Said technical result is achieved in that in the collecting retaining structure comer profile for small streams comprising reinforced concrete slab and geomembrane protected geotekstitelem, it is made of reinforced concrete slabs serving retaining walls and presenting a vertical concrete structure 1 mounted on the foundation plate 2, from precast concrete, with the tooth 3 which is to ensure stability of the system is reinforced with buttresses 4 based on steel triangular support members, mount OF DATA thereon and transmit the load on the foundation plate 2, by the flow of a vertical reinforced concrete structure 1 and the drooping 7 for waterproofing protected and reinforced protective layers, at least two layers geotekstitelya 8, for example made of high modulus polyester, the lower layer is laid on drooping 7 and between two layers of geotextile 8 as impervious member arranged geomembrane 9, the base plate 2 is protected by the shift teeth 3 and hard prism 5, acting as an absorber.
机译:本发明涉及水利工程领域,并且被设计为在低水头大坝的基础上向用户供电,该低水头大坝由预制的钢筋混凝土结构组成,该结构使用安装在小河道或深度为2.5 m的河流上的复合材料制成。最高压力为10 m,并且指导可折叠结构的固定结构的创建和布置,同时确保必要的载荷,材料消耗低,成本低,安装和操作简单以及可能的结构类型在小河上设计,采集和保留结构。所述技术结果的实现方式是,在用于由钢筋混凝土板和土工膜保护的geotekstitelem组成的小溪流的收集保持结构拐角型材中,它由钢筋混凝土板制成,该混凝土混凝土板用作挡土墙并具有安装在基础板2上的垂直混凝土结构1由预制混凝土制成,通过钢制三角形支撑构件支撑的支柱4加固了确保系统稳定性的齿3,在其上安装数据并通过垂直钢筋混凝土的流动将载荷传递到基础板2上结构1和下垂物7,用于防水保护和增强的保护层,至少两层geotekstitelya 8,例如由高模量聚酯制成,下层放置在下垂物7上,并且在两层土工织物8之间,作为不透水构件布置的土工膜9因此,基板2由作为吸收体的变速齿3和硬质棱镜5保护。

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