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    • 2. 发明申请
    • A METHOD TO DETERMINE OR MONITOR THE AMOUNT OR THE DISTRIBUTION OF ADDITIONAL MATERIAL PRESENT IN A FLOW OF A FLOWABLE SUBSTANCE
    • 在流动性物质流中确定或监测附加物质的量或分布的方法
    • WO2014079853A1
    • 2014-05-30
    • PCT/EP2013/074225
    • 2013-11-20
    • NV BEKAERT SA
    • VANLANDEGHEM, BartDE PONTIEU, JohanVITT, GerhardLAMBRECHTS, Ann
    • G01F9/00G01F1/74
    • G01F1/58G01F1/74G01F9/00G01N27/72
    • The invention relates to a method to deternnine or monitor the amount or the distribution of additional material present in a flow of a flowable substance. The method comprises the steps of - providing a flow of a flowable substance, said flow comprising bulk material and additional material; - determining the volume flow of said flow of said flowable substance at one or more detection points X along said flow of said flowable substance; - determining a signal caused by said additional material present in said flow of said flowable substance at one or more detection points Y along said flow of said flowable substance, said signal being proportional to the amount of said additional material present in said flow of said flowable substance passing said one or more detection points Y; - converting said signal caused by said additional material present in said flow of said flowable substance in a signal per unit of volume of said flow of said flowable substance. The invention furthermore relates to an apparatus to determine or monitor the amount or the distribution of additional material present in a flow of a flowable substance.
    • 本发明涉及一种确定或监测存在于可流动物质流中的附加材料的量或分布的方法。 该方法包括以下步骤:提供可流动物质的流动,所述流动包括散装材料和附加材料; - 沿着所述可流动物质的流动确定所述可流动物质在一个或多个检测点X处的体积流量; - 沿着所述可流动物质的流动,在一个或多个检测点Y处确定由所述可流动物质的所述流动中存在的所述另外的物质引起的信号,所述信号与存在于所述可流动物质的所述流动中的所述另外的物质的量成比例 通过所述一个或多个检测点Y的物质; - 将所述可流动物质的所述流动中存在的所述附加材料引起的所述信号以每单位体积的所述可流动物质的流量的信号转换。 本发明还涉及一种用于确定或监测存在于可流动物质流中的附加材料的量或分布的装置。
    • 8. 发明申请
    • STRIP FOR REINFORCEMENT OF A HOSE AND A METHOD OF MANUFACTURE THEREOF
    • 软管加固条及其制造方法
    • WO2017005805A1
    • 2017-01-12
    • PCT/EP2016/066009
    • 2016-07-06
    • NV BEKAERT SA
    • VANDENBROUCKE, BenBRAEKEVELT, GeertVAN DE VELDE, NadineSEGUR, JohnLAMBRECHTS, Ann
    • F16L11/08
    • F16L11/08
    • A strip (100) intended for the reinforcement of the wall of high pressure hoses or flexible pipes is presented. The strip (100) comprises multiple wires (102) arranged side-by-side and held together by means of a hardened adhesive (104) originating from a waterborne dispersion. Different embodiments are presented wherein the wires (102) are embedded in the hardened adhesive (104), or wherein only one side of the strip (100) is covered with hardened adhesive (104) or wherein the hardened adhesive (104) is present only between the wires (102) and not on the surfaces (S1, S2) delineating the strip (100). In one preferred embodiment the wires (102) are flattened with the flats being parallel to the surfaces (S1, S2) of the strips (100).
    • 提出了用于加固高压软管或柔性管壁的条带(100)。 条(100)包括并排布置并通过源自水性分散体的硬化粘合剂(104)保持在一起的多根丝线(102)。 提出了不同的实施例,其中线(102)嵌入硬化的粘合剂(104)中,或者其中只有条带(100)的一侧被硬化的粘合剂(104)覆盖,或者仅硬化的粘合剂(104)仅存在 在线(102)之间而不是划线条(100)的表面(S1,S2)之间。 在一个优选实施例中,电线(102)被平坦化,平面平行于条带(100)的表面(S1,S2)。
    • 9. 发明申请
    • STEEL FIBRE FOR REINFORCING CONCRETE OR MORTAR HAVING AN ANCHORAGE END WITH AT LEAST TWO BENT SECTIONS
    • 用于钢筋混凝土或砂浆锚固的钢纤维至少有两个弯曲截面
    • WO2012080326A2
    • 2012-06-21
    • PCT/EP2011/072747
    • 2011-12-14
    • NV BEKAERT SALAMBRECHTS, AnnVERVAECKE, Frederik
    • LAMBRECHTS, AnnVERVAECKE, Frederik
    • E04C5/01
    • C04B14/48E04C5/012Y10T428/1241Y10T428/12431Y10T428/2922
    • The invention relates to a steel fibre for reinforcing concrete or mortar. The steel fibre comprises a middle portion and an anchorage end at one or both ends of the middle portion. The middle portion has a main axis. The anchorage end is deflecting from the main axis of the middle portion in a deflection section. The anchorage end has n bent sections, with n equal or larger than 2. When the steel fibre according to the present invention being in a stable position on a horizontal surface is vertical projected on this horizontal surface, the vertical projections in this horizontal surface of all of the n bent sections of an anchorage end are located at one side of the vertical projection in this horizontal surface of the main axis of the middle portion. The invention further relates to a concrete structure reinforced with steel fibres according to the invention and to the use of such steel fibres for load carrying structures of concrete.
    • 本发明涉及用于增强混凝土或砂浆的钢纤维。 钢纤维包括中间部分和在中间部分的一端或两端处的锚定端。 中间部分具有主轴。 锚固端在偏转部分中从中间部分的主轴偏转。 锚固端具有n个弯曲部分,n等于或大于2.当在水平表面上处于稳定位置的根据本发明的钢纤维垂直投影在该水平表面上时,在该水平表面上的垂直投影 锚固端的所有n个弯曲部分位于中间部分的主轴的该水平表面中的垂直投影的一侧。 本发明还涉及根据本发明的用钢纤维增强的混凝土结构以及这种钢纤维用于混凝土的承载结构的用途。
    • 10. 发明申请
    • STEEL FIBRE FOR REINFORCING CONCRETE OR MORTAR PROVIDED WITH FLATTENED SECTIONS
    • 用于钢筋混凝土或砂浆的扁平截面钢纤维
    • WO2012080325A2
    • 2012-06-21
    • PCT/EP2011/072746
    • 2011-12-14
    • NV BEKAERT SALAMBRECHTS, AnnVANDERBEKE, Jan
    • LAMBRECHTS, AnnVANDERBEKE, Jan
    • E04C5/01
    • E04C5/012
    • The invention relates to a steel fibre for reinforcing concrete or mortar. The steel fibre comprises a middle portion having a length L, a first anchorage end at one end of the middle portion and a second anchorage end at the other end of the middle portion. The middle portion comprises a first flattened section, a second flattened section and a central section. The central section is located between the first and the second flattened section. The first flattened section is located close to but not immediately adjacent to said first anchorage end and the second flattened section is located close to but not immediately adjacent to said second anchorage end. The middle portion has a tensile strength R m of at least 1000 MPa and an elongation at maximum load A g+e of at least 2.5 %. The invention further relates to a concrete structure comprising steel fibres according to the present invention and to the use of steel fibres for load carrying structures of concrete.
    • 本发明涉及用于增强混凝土或砂浆的钢纤维。 钢纤维包括长度为L的中间部分,位于中间部分一端的第一锚固端和位于中间部分另一端的第二锚固端。 中间部分包括第一扁平部分,第二扁平部分和中央部分。 中心部分位于第一和第二平坦部分之间。 第一扁平部分靠近但不紧邻所述第一锚固端,第二扁平部分靠近但不紧邻所述第二锚固端。 中间部分具有至少1000MPa的拉伸强度R min和至少2.5%的最大负荷下的伸长率Δg+ e。 本发明还涉及根据本发明的包含钢纤维的混凝土结构以及钢纤维用于混凝土的承载结构的用途。