阅读说明：本技术 基于水泥和钢的结构的加固 (Reinforcement of structures based on cement and steel ) 是由 科利亚·库斯 史蒂芬·萨瓦雷斯 于 2018-12-17 设计创作，主要内容包括：本发明描述了稳定混凝土和水泥基材料以及钢的新方法。通过借助纤维稳定的石条或石板的加固来实现所述稳定。石料可以是天然石或人造石,其温度膨胀系数介于待接合材料的温度系数之间,即,介于相应纤维的系数与相应的水泥基建筑材料诸如混凝土或钢的系数之间。所述石料成为具有不同温度膨胀行为的纤维与混凝土或钢之间的平衡连接。这使得长纤维稳定的混凝土结构能够用于尤其替代二氧化碳密集型钢,并且如果所述纤维在生产期间结合了碳,则使建筑材料成为二氧化碳负排放,对于天然纤维和由CO<Sub>2</Sub>制成的碳纤维,情况也是如此。当要优化石料与混凝土或水泥之间的摩擦连接时,所述石料优选地具有非线性几何形状和/或表面。在稳定钢的情况下,优选地将石-碳的板或条带胶粘到所述钢。这可以优选地用环氧树脂来完成。如果稳定件呈波浪形杆的形式,则在膨胀期间可能使所述长纤维伸长,这极大地改善碳纤维和混凝土或钢的大不相同的膨胀系数的适应性。(The present invention describes a new method for stabilizing concrete and cement-based materials as well as steel. The stabilization is achieved by reinforcement of the stone strips or slabs by means of fiber stabilization. The stone material may be natural or artificial stone, having a temperature expansion coefficient between the temperature coefficients of the materials to be joined, i.e. between the coefficient of the respective fibres and the respective cement-based building material such as concreteThe coefficient of the concrete or steel. The rock material becomes a balanced connection between fibres and concrete or steel with different temperature expansion behaviour. This enables long-fibre-stabilized concrete structures to be used in particular as a replacement for carbon dioxide-dense steel sections and makes the building material carbon dioxide-negative if the fibres incorporate carbon during production, both for natural fibres and from CO 2 The same is true of the finished carbon fibers. When the frictional connection between the stone and the concrete or cement is to be optimized, the stone preferably has a non-linear geometry and/or surface. In case of a stabilized steel, it is preferred to glue a plate or strip of stone-carbon to the steel. This may preferably be done with epoxy. If the stabilizer is in the form of a wavy rod, the long fibers may be elongated during expansion, which greatly improves the adaptability of the widely different expansion coefficients of the carbon fibers and the concrete or steel.)

1. An arrangement with plates or blocks or components of any geometrical shape made of concrete, cement-based minerals or steel, which arrangement is stabilized by means of a fibrous material, characterized in that stone material is used as an intermediate layer between the concrete, cement-based minerals or steel and the fibrous material, the temperature expansion coefficient of the stone material being between the respective temperature expansion coefficient of the concrete or steel used in each case and the expansion coefficient of the respective fibers used in each case.

2. An arrangement according to claim 1, characterised in that the stone material is natural stone, artificial stone or ceramic.

3. An arrangement according to claims 1 and 2, characterised in that the stone-stabilising fibres are carbon fibres, glass fibres, stone fibres or natural fibres or a mixture of these fibres.

4. An arrangement according to claims 1 to 3 characterised in that a stone layer is pre-stressed by the fibres.

5. An arrangement according to claims 1-4, characterized in that the fibres are bonded with resin or water glass and connected to the stone.

6. An arrangement according to claims 1-5, characterized in that a fiber-stone structure is cast in the concrete.

7. An arrangement according to claims 1-6, characterized in that the fiber-stone structure is attached to the surface of a concrete or steel structure.

8. An arrangement according to claims 1 to 7, characterised in that stone slabs or stone strips have a rough surface.

9. An arrangement according to claims 1 to 8, characterized in that the stone strips have a non-linear shape.

10. An arrangement according to claim 9, characterised in that the stone bars have a wave shape.

11. An arrangement according to any one of claims 1 to 10 wherein the stone strips or slabs are provided with grooves, notches or recesses at regular intervals which improve the adhesion between the stone and the concrete or cement.