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Assembly Method of Multi Hole Wire Cone Fixture Combined with Different Steel Materials

机译:多种钢材料组合的多孔线锥夹具的组装方法

摘要

The high strength and tension wire in yuapjaek necessarily prevent the end of the wire attached to existing structures in the process of slipping is to provide a fixing device that can lean on a wire cone cone and make sure the wires securely to ask existing structures. Existing single cone to Figure 3 an example for representing the wire cone diameter 15.2mm wire 11 is drilled a hole with a diameter of 18mm in the longitudinal direction in the middle of the length and the diameter of each of the high-strength steel rod 45mm, cone formation in one of the surfaces you supply will expand into the wedge holes. Processing wedge (7) is inserted in the wedge hole in the rod and cone formation, and a hole to insert the wire into the machining center, and the hole surface with a serration in the longitudinal direction into three equal parts. Other various wire condo production methods and functions the same as a single cone, wedge shape and is different from the arrangement and number of holes for the insertion hwakgong. ; While the wire wrapped around the ends of the wire cone wedge When inserted into the wedge insertion holes, to pull the wire in the direction of the arrow and the wire (5) end to take advantage of the principle that the wedge (7) and the slip bite firmly on the wire cone Jersey. Fixing both ends of the wire to the wire cone, using the method, a wire cone is expected to ensure the jiappan of the fixing device provided on the existing structure. Expect to jiappan wire cone 13 of the fixing device how to surround the wire ends into the wedge hole drilled in the state, insert the wire in the wire and the support jiappan depend on jiappan wire cone. While one end of the wedge after wedge holes not to jiappan driving beat of the wire cone gajorip the other end of the wire cone biting at the wire ends into yuapjaek leaning state in tension at a predetermined pressure plate ginjangryeok push the wedge wire cone to prevent the sliding wedge wire and remove the yuapjaek. ; Conventional welding wire and the spacing of the cones and the existing structure of Figure 3 ( h 1 ) Ido to yiraya value that can be nervous the wire to the existing yuapjaek 4a, as shown in its minimum degree is 40mm and Speaking 15tf the ginjangryeok ( P ) of the wire gangs eccentric moment ( M 1 ) is 15 0.04 = 0.6 (tf m) becomes. In this case, if the mutual spacing of a pair of high-strength bolts anchoring devices to control the eccentric moments in 55mm, tensile strength of high-strength bolts ( R 1 ) is 0.6 / 0.055 = 10.9 (tf ) is commonly used for high-strength bolts M22 F10T one allowed 11.8tf tensile strength is almost exhausted because of the eccentric stress. ; In addition, most of the height occupied by the fixing device in the case of reinforcing the existing structures The greater the number of adversely affected from the side of the building theoretical minimum height of the welding cone may be the fact that it is common to more than 80mm 100mm, sometimes 200mm. In addition, the biggest problem of the cone and welding deformation due to the welding heat in the production process, it is difficult to correct most of them are in the field, the situation inevitably poor construction takes place. This fundamentally solve 2 measures are integral perforated cone (200) is characterized inde serving as a fixing device. This thickness of the wire through the wire hole in one end of the required number of holes in the longitudinal direction of the steel plate 45mm eda there will form a wedge-hole (6). ; in the thickness direction is the required number of avoiding the wire hole geotinde cut a high-strength bolt hole, usually the length of any porous cone is precision work drilling holes of 18mm diameter wire correctly, so when you have a large number of the number of months in 40cm or 30cm bolt has spent a lot of time and money needed to disadvantage. Then he went through several waves of international steel was faced with the fundamental issues that need to be improved above method. Steel is used for structural carbon steel wire cone making machine inde S45C (KS D 3752), which have difficulty in supply whenever the machine parts and marine equipment yeoseo tolerate high-strength steel grade steels wave. Tried to replace imported materials to address this quality is not guaranteed, S45C, it is impossible to manufacture welding as shown in Fig. 6 do not allow the welding. So you want to, but it is also produced by welding structural steels welding SM490 (KS D 3515), such as 6 to bridge, pass on the steel market, and in the examination results referred to gudeuk Mellor tearing (Lamella Tearing, parallel to the steel surface peeling on crack) is not being advanced as in the poor can only be used with confidence to 20%. ; wedge wire cone, as shown in Figure 5 is that you want to remove the steel plate in the thickness direction Since stress (vertical component force) This can not be allowed to cause tearing of La Mellor safety sheet. Therefore, the present invention is a method that is relevant to the core of the wire is perforated cone gyeomhayeo a fixing device to be removable without making a few (minimum 22.5mm) welding operations while still falling As the gap in the existing structure. ; Figure 4b is a case of using a porous hyeong wire cone (the perforated cone b) of the present invention. The ginjangryeok ( P ) of the wire 15tf, assuming that the existing structure and the center distance of the wire (5) 22.5mm, which corresponds to the eccentric moment of the high-strength bolt pair mutual distance 55mm, the eccentric moment ( M 2 ) is a 15 0.0225 = 0.338 (tf m), tensile forces acting on the high-strength bolts ( R 2 ) is compared to the 0.338 / 0.055 = 6.16 (tf) 10.9 cone in front of the conventional welding (tf) is only 57%. The maximum thickness of the fixing apparatus by only 45mm, b may be perforated cones are combined thickness increase is only acceptable. B porous material of cone (1) is applied to the high strength of S45C, and the other base panel (2) and the reinforcing washer (3) are optional, such as a steel material SS400 and SM490, so when supporting a load in pressure contact with each other and b perforated cone strength can be used in.
机译:yuapjaek中的高强度和高张力钢丝必然会阻止钢丝在滑动过程中附着到现有结构的末端,目的是提供一种固定装置,该装置可以倚靠在钢丝锥上并确保钢丝牢固地询问现有结构。现有的图3所示的单个圆锥的代表线锥直径为15.2mm的示例,在每个长度的中间钻一个直径为18mm的孔,直径为15mm,每根高强度钢棒的直径为45mm ,在您提供的其中一个表面上的圆锥形成将扩展到楔形孔中。将加工楔形物(7)插入杆和圆锥体中的楔形孔中,并在其中将线材插入加工中心的孔中,并将具有纵向锯齿的孔表面分成三个相等的部分。其他各种金属丝共管公寓的生产方法和功能与单个圆锥形,楔形相同,并且与用于插入hwakgong的孔的排列和数量不同。 ;当电线缠绕在锥形楔的末端时,将其插入楔形插入孔中时,沿箭头方向拉动电线,并利用电线楔(7)和滑紧咬住线锥平针织物。使用该方法将线材的两端固定到线锥,期望线锥以确保设置在现有结构上的固定装置的夹具。期望对固定装置的绞线锥13如何将导线的端部包围到在状态下钻入的楔形孔中,将导线插入导线中并支撑绞线取决于绞线锥。楔形孔后的楔形末端的一端不能对钢丝锥gajorip的传动施加节拍,另一端在预定的压力板ginjangryeok的拉力作用下,将钢丝锥的另一端咬入钢丝端,使其处于yuapjaek倾斜状态,以推动楔形钢丝锥以防止滑动楔形钢丝,然后取下yuapjaek。 ;常规焊丝和锥体的间距以及图3( h 1 )的现有结构伊多对yiraya的值可能会使焊丝对现有yuapjaek 4a感到紧张,如图所示,其最小度为40mm,说到15tf,线帮偏心矩( M 1 )的ginjangryeok( P )为15 0.04 = 0.6(tf m)变为。在这种情况下,如果将一对高强度螺栓锚固装置的相互间距控制在55mm以内,则高强度螺栓的抗拉强度( R 1 )是0.6 / 0.055 = 10.9(tf)通常用于高强度螺栓M22 F10T,由于偏心应力,一个允许的11.8tf抗拉强度几乎耗尽了。 ;另外,在加固现有结构的情况下,固定装置占据的大部分高度从建筑物侧面受到不利影响的数量越多,焊接锥的理论最小高度可能是以下事实:比80mm高100mm,有时甚至200mm。另外,由于在生产过程中由于焊接热而导致的锥面和焊接变形的最大问题是,在现场大多难以矫正,难免发生施工不良的情况。这从根本上解决了两个措施,即整体式穿孔锥(200)的特征是用作固定装置。穿过钢丝孔的钢丝的这种厚度在钢板纵向45mm eda上所需数量的孔的一端,将形成楔形孔(6)。 ;在厚度方向上是避免线孔的必要数量,避免将大地丁切成高强度的螺栓孔,通常任何多孔锥的长度都是正确加工直径为18mm的线的精密工作孔,因此当您使用数量较多时在40厘米或30厘米的螺栓中使用几个月已花费大量时间和金钱来弥补不利条件。然后他经历了几波国际钢铁面临的根本问题,上述方法需要改进。钢材用于结构碳钢线材制锥机inde S45C(KS D 3752),每当机械零件和船用设备yeoseo承受高强度钢种钢的波动时,供应就困难。试图替代进口材料以解决这种质量无法保证的问题,S45C不可能如图6所示进行焊接。因此,您想这样做,但它也是通过焊接SM490(KS D 3515)等结构钢焊接而成,例如将6桥接到钢市场上,并在检验结果中提及gudeuk Mellor撕裂(Lamella Tearing,平行于钢表面裂纹产生的剥落)不能继续进行,因为在较差的情况下只能放心使用20%。 ;楔形线锥,如图5所示,是您想要沿厚度方向移除钢板。由于应力(垂直分力),这不能引起La Mellor安全片的撕裂。因此,本发明是一种与电线的芯相关的方法,它是一种可移动的固定装置,可在不进行几次(最少22.5mm)焊接操作的同时仍掉落在现有结构中的缝隙中,从而将可拆卸的固定装置穿入。 ;图4b是使用本发明的多孔亨氏线锥(多孔锥b)的情况。钢丝15tf的ginjangryeok( P ),假设钢丝的现有结构和中心线(5)的中心距离为22.5mm,它对应于高强度螺栓对的偏心矩相互距离55mm,偏心矩( M 2 )为15 0.0225 = 0.338(tf m),拉力作用于高强度螺栓( R 2 )与传统焊接(tf)之前的0.338 / 0.055 = 6.16(tf)的10.9锥体相比仅为57%。定影装置的最大厚度只有45mm,b可能是打孔的圆锥体,加起来的厚度组合才是可以接受的。 B锥形的多孔材料(1)用于S45C的高强度,另一个底板(2)和加固垫圈(3)是可选的,例如钢材SS400和SM490,因此在承受载荷时可以使用彼此之间的压力接触和b穿孔的锥强度。

著录项

  • 公开/公告号KR101171505B1

    专利类型

  • 公开/公告日2012-08-07

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20100039900

  • 发明设计人 이창남;

    申请日2010-04-29

  • 分类号E04C5/12;E04G21/12;

  • 国家 KR

  • 入库时间 2022-08-21 17:07:39

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