CN106563877B - The connection method of vibratory string in a kind of type vibration wire earth pressure gauge - Google Patents
The connection method of vibratory string in a kind of type vibration wire earth pressure gauge Download PDFInfo
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- CN106563877B CN106563877B CN201610969405.5A CN201610969405A CN106563877B CN 106563877 B CN106563877 B CN 106563877B CN 201610969405 A CN201610969405 A CN 201610969405A CN 106563877 B CN106563877 B CN 106563877B
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K20/00—Non-electric welding by applying impact or other pressure, with or without the application of heat, e.g. cladding or plating
- B23K20/10—Non-electric welding by applying impact or other pressure, with or without the application of heat, e.g. cladding or plating making use of vibrations, e.g. ultrasonic welding
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K20/00—Non-electric welding by applying impact or other pressure, with or without the application of heat, e.g. cladding or plating
- B23K20/24—Preliminary treatment
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L1/00—Measuring force or stress, in general
- G01L1/10—Measuring force or stress, in general by measuring variations of frequency of stressed vibrating elements, e.g. of stressed strings
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Abstract
本发明公开一种振弦式土压力计中振弦的连接方法,采用超声波焊接的方式将振弦与支撑座固定连接在一起,利用超声波焊接装置对支撑座夹板的外表面施加超声波振动,从而将位于支撑座的夹板内的振弦与夹板牢固的焊接在一起。本发明一种振弦式土压力计中振弦的连接方法具有以下有益效果:(1)工艺简单,易于操作,连接完成后振弦不松动,达到张紧的振弦与支撑座的夹板永久性结合的目的;(2)无需在支撑座的夹板上加工螺纹孔,克服了振弦易松动的问题,使用寿命长,稳定性好,使得振弦式土压力计的测量数据精确一致。
The invention discloses a method for connecting vibrating wires in a vibrating wire earth pressure gauge. Ultrasonic welding is used to fixedly connect the vibrating wires to a supporting base, and an ultrasonic welding device is used to apply ultrasonic vibration to the outer surface of the splint of the supporting base, thereby Weld the vibrating wires in the splint of the support seat to the splint firmly. A method for connecting vibrating wires in a vibrating wire earth pressure gauge of the present invention has the following beneficial effects: (1) the process is simple, easy to operate, and the vibrating wires do not loosen after the connection is completed, so that the tensioned vibrating wires and the splint of the support seat are permanently connected. (2) There is no need to process threaded holes on the splint of the support seat, which overcomes the problem that the vibrating wire is easy to loosen, has a long service life and good stability, and makes the measurement data of the vibrating wire earth pressure gauge accurate and consistent.
Description
技术领域technical field
本发明属于土木工程测试仪器领域,涉及振弦式土压力计领域,具体涉及的是一种振弦式土压力计中振弦的连接方法的改进。The invention belongs to the field of civil engineering testing instruments, relates to the field of vibrating wire earth pressure gauges, and in particular relates to an improvement of a connection method of vibrating wires in the vibrating wire earth pressure gauge.
背景技术Background technique
振弦式土压力计是测量土石坝、防波堤、高层建筑、桥墩、挡土墙、隧道、地铁、公路结构等建筑基础与土体的压应力的有效监测设备,同时也可用于了解被测结构物内部土压力变化量、埋设点的温度。The vibrating wire earth pressure gauge is an effective monitoring device for measuring the compressive stress of building foundations and soils such as earth-rock dams, breakwaters, high-rise buildings, bridge piers, retaining walls, tunnels, subways, and highway structures. It can also be used to understand the measured structure The variation of earth pressure inside the object and the temperature of the buried point.
现有的振弦式土压力计通常由背板1’、感应板2’、信号传输电缆3’、振弦4’、支撑座5’及电磁线圈6’等组成,如图1所示。其中感应板2’以螺纹方式和背板1’连接,感应板2’与背板1’之间垫有直径为2mm的橡皮垫圈7’,振弦式土压力计的工作原理为当被测结构物内土应力发生变化时,感应板2’同步感受应力的变化,感应板2’将会产生变形,变形传递给振弦4’转变成振弦应力的变化,从而改变振弦4’的振动频率,电磁线圈6’激振振弦4’并测量其振动频率,频率信号经信号传输电缆3’传输至读数装置,即可测出被测结构物的压应力值,且可同步测出埋设点的温度值。目前振弦式土压力计广泛用于水利水电﹑公路铁路﹑桥梁隧洞﹑矿山﹑国防及建筑工程安全监测领域的物理量测量。The existing vibrating wire earth pressure gauge usually consists of a back plate 1', an induction plate 2', a signal transmission cable 3', a vibrating wire 4', a support base 5' and an electromagnetic coil 6', as shown in Figure 1. Among them, the induction plate 2' is connected to the back plate 1' in a threaded manner, and a rubber gasket 7' with a diameter of 2mm is placed between the induction plate 2' and the back plate 1'. The working principle of the vibrating wire earth pressure gauge is that when the measured When the soil stress in the structure changes, the induction plate 2' will feel the change of stress synchronously, and the induction plate 2' will be deformed, and the deformation will be transferred to the vibrating wire 4' to change the stress of the vibrating wire, thereby changing the force of the vibrating wire 4'. Vibration frequency, the electromagnetic coil 6' excites the vibrating wire 4' and measures its vibration frequency, the frequency signal is transmitted to the reading device through the signal transmission cable 3', and the compressive stress value of the structure under test can be measured, and can be measured simultaneously The temperature value of the buried point. At present, vibrating wire earth pressure gauges are widely used in the measurement of physical quantities in the fields of water conservancy and hydropower, highways, railways, bridges, tunnels, mines, national defense and construction safety monitoring.
现有的振弦式土压力计的振弦采用螺钉紧固振弦的机械连接方式,具体连接方式如下:首先在夹固振弦4’的支撑座5’的夹板上加工大小适中的螺纹孔,然后将内六角螺钉8’旋入螺纹孔,通过旋紧内六角螺钉8’使支撑座5’的夹板产生夹紧力而将张紧的振弦4’夹固,但是这样的夹紧方式并不能永久固结。The vibrating wire of the existing vibrating wire earth pressure gauge adopts the mechanical connection method of fastening the vibrating wire with screws, and the specific connection method is as follows: firstly, a moderately sized threaded hole is processed on the splint of the support seat 5' clamping the vibrating wire 4' , and then screw the inner hexagon screw 8' into the threaded hole, and tighten the inner hexagon screw 8' to make the splint of the support seat 5' generate a clamping force to clamp the tensioned vibrating wire 4', but such a clamping method It cannot be fixed permanently.
振弦式土压力计长期处于复杂的动态工作环境中,当前的振弦式土压力计振弦的连接方式会导致出现以下问题:(1)由于采用螺钉紧固方式,随着使用时间的加长和振弦的振动,振弦会出现易松动,张力降低,振幅减小等情况;(2)振动的松动会导致传感器转换的数据出现较大误差,不能反映实际的测量值,无法满足测量仪器高精度结果的需求;(3)在振弦的支撑座的夹板上加工螺纹孔会降低其工作强度。The vibrating wire earth pressure gauge has been in a complex dynamic working environment for a long time. The current connection method of the vibrating wire of the vibrating wire earth pressure gauge will cause the following problems: (1) Due to the screw fastening method, with the prolongation of the use time And the vibration of the vibrating wire, the vibrating wire will be easy to loosen, the tension will decrease, the amplitude will decrease, etc.; (2) The loosening of the vibration will cause a large error in the data converted by the sensor, which cannot reflect the actual measured value and cannot meet the requirements of the measuring instrument. The demand for high-precision results; (3) processing threaded holes on the splint of the vibrating wire support seat will reduce its working strength.
超声波焊接是利用超声频率的机械振动能量(超过16kHz)连接同种金属或异种金属的一种特殊方法,金属在进行超声波焊接时,既不向工件输送电流,也不向工件施以高温热源,只是在静压力之下,将振动能量转变为工件间的摩擦功、形变能及有限的温升。一些金属接头间的冶金结合是母材不发生熔化的情况下实现的一种固态焊接。因此超声波焊接既有效地克服了电阻焊接时所产生的飞溅和氧化现象,也弥补了电弧焊焊接热量过高、熔断丝弦无法形成有效接头的缺点。Ultrasonic welding is a special method that uses mechanical vibration energy of ultrasonic frequency (over 16kHz) to connect the same metal or dissimilar metal. When the metal is ultrasonically welded, it neither transmits current to the workpiece nor applies a high-temperature heat source to the workpiece. Only under static pressure, the vibration energy is transformed into friction work, deformation energy and limited temperature rise between workpieces. The metallurgical bond between some metal joints is a solid state weld achieved without melting the parent metal. Therefore, ultrasonic welding not only effectively overcomes the spatter and oxidation phenomena generated during resistance welding, but also makes up for the shortcomings of arc welding that the welding heat is too high and the fuse string cannot form an effective joint.
发明内容Contents of the invention
本发明的目的在于提供一种振弦式土压力计中振弦的连接方法,该连接方法工艺简单,易于操作,连接完成后振弦不松动,得以实现振弦和支撑座的永久性结合,克服了振弦易松动的问题,使用寿命长,稳定性好,使得振弦式土压力计的测量数据精确。The purpose of the present invention is to provide a method for connecting vibrating wires in a vibrating wire earth pressure gauge. The connecting method is simple in process and easy to operate. After the connection is completed, the vibrating wires will not loosen, and the permanent combination of the vibrating wires and the support seat can be realized. It overcomes the problem that the vibrating wire is easy to loosen, has a long service life and good stability, so that the measurement data of the vibrating wire earth pressure gauge is accurate.
为了达成上述目的,本发明的解决方案是:In order to achieve the above object, the solution of the present invention is:
一种振弦式土压力计中振弦的连接方法,该连接方法基于振弦固定用的支撑座实现,所述支撑座包括铝制的左支撑座和右支撑座,所述左支撑座的上端和所述右支撑座的上端分别具有两片相对设置的夹板,在所述夹板之间形成供振弦穿过的夹缝,在所述左支撑座内沿所述左支撑座的长度方向开设一通孔,或者在所述右支撑座内沿所述右支撑座的长度方向开设一通孔;A method for connecting vibrating wires in a vibrating wire earth pressure gauge. The connection method is realized based on a support seat for fixing the vibrating wire. The support seat includes a left support seat and a right support seat made of aluminum, and the left support seat The upper end and the upper end of the right support seat respectively have two oppositely arranged splints, forming a gap for the vibrating wire to pass between the splints, and opening along the length direction of the left support seat in the left support seat A through hole, or a through hole is opened in the right support base along the length direction of the right support base;
该连接方法包括以下步骤:The connection method includes the following steps:
(1)振弦的预处理:根据所述左支撑座和所述右支撑座的长度、两支撑座之间的距离,得到振弦位于所述夹缝内的相应长度,对位于所述夹缝内的振弦部分喷涂一层铝膜;(1) Pretreatment of the vibrating wire: according to the length of the left support seat and the right support seat, and the distance between the two support seats, the corresponding length of the vibrating wire located in the crack is obtained, and the corresponding length is located in the crack The vibrating wire part is sprayed with a layer of aluminum film;
(2)振弦的固定:将振弦从所述左支撑座内的通孔或者所述右支撑座内的通孔穿过后,再反向穿入相应的支撑座的夹缝之间,振弦的一端卡固在通孔外,振弦的另一端通过滚轮张紧机构拉紧,并保持振弦与水平面平行;(2) Fixing of the vibrating wire: After the vibrating wire passes through the through hole in the left support seat or the through hole in the right support seat, it is reversely penetrated between the cracks of the corresponding support seat, and the vibrating wire One end of the vibrating wire is clamped outside the through hole, and the other end of the vibrating wire is tensioned by the roller tensioning mechanism, and the vibrating wire is kept parallel to the horizontal plane;
(3)焊接点的确定:焊接点位于所述左支撑座的夹板的外表面上以及所述右支撑座的夹板的外表面上,所述左支撑座上的焊接点的中心与左支撑座的左边缘的间距为10-15mm且与左支撑座的上边缘的间距为5-10mm,所述右支撑座上的焊接点的中心与右支撑座的右边缘的间距为10-15mm且与右支撑座的上边缘的间距为5-10mm;(3) Determination of welding points: the welding points are located on the outer surface of the splint of the left support base and the outer surface of the splint of the right support base, and the center of the welding point on the left support base is aligned with the left support base. The distance between the left edge of the left edge is 10-15mm and the distance from the upper edge of the left support seat is 5-10mm, the distance between the center of the welding point on the right support seat and the right edge of the right support seat is 10-15mm and the distance from the upper edge of the left support seat is 10-15mm The distance between the upper edge of the right support seat is 5-10mm;
(4)超声波焊接:先将开设有所述通孔的所述左支撑座或者所述右支撑座放置于超声波焊接装置的两个声极之间,将各个声极分别对准相应的支撑座的焊接点,向所述左支撑座或者所述右支撑座施加超声波振动,自然冷却,使得位于所述左支撑座或者右支撑座的夹板间的振弦与夹板焊接成一体,再焊接另一个支撑座的振弦,最后剪去位于所述支撑座外多余的振弦,便完成振弦与所述支撑座之间的连接。(4) Ultrasonic welding: first place the left support seat or the right support seat provided with the through hole between the two sonic poles of the ultrasonic welding device, and align each sonic pole with the corresponding support seat Welding point, apply ultrasonic vibration to the left support seat or the right support seat, and cool naturally, so that the vibrating string and the splint between the splints of the left support seat or the right support seat are welded into one, and then weld another The vibrating wires of the supporting base are finally cut off the redundant vibrating wires outside the supporting base to complete the connection between the vibrating wires and the supporting base.
所述夹板之间的距离为0.25mm,所述通孔的直径为0.25mm。The distance between the splints is 0.25mm, and the diameter of the through hole is 0.25mm.
步骤(4)中,焊接压力为14-18Mpa,焊接功率为4000-4500W,焊接振幅为18-20μm,焊接时间为1-1.5s。In step (4), the welding pressure is 14-18Mpa, the welding power is 4000-4500W, the welding amplitude is 18-20μm, and the welding time is 1-1.5s.
步骤(4)中,焊接的同时向焊接点通入氩气或者氦气。In step (4), argon or helium is fed into the welding point while welding.
本发明一种振弦式土压力计中振弦的连接方法,采用超声波焊接的方式将振弦与支撑座固定连接在一起,具有以下有益效果:The invention relates to a method for connecting vibrating wires in a vibrating wire earth pressure gauge, which uses ultrasonic welding to fixedly connect the vibrating wires to the support base, and has the following beneficial effects:
(1)工艺简单,易于操作,连接完成后振弦不松动,达到张紧的振弦与支撑座的夹板达到永久性结合的目的;(1) The process is simple, easy to operate, the vibrating wire does not loosen after the connection is completed, and the purpose of permanent combination of the tensioned vibrating wire and the splint of the support seat is achieved;
(2)无需在支撑座的夹板上加工螺纹孔,克服了振弦易松动的问题,使用寿命长,稳定性好,使得振弦式土压力计的测量数据精确。(2) There is no need to process threaded holes on the splint of the support seat, which overcomes the problem that the vibrating wire is easy to loosen, has a long service life and good stability, and makes the measurement data of the vibrating wire earth pressure gauge accurate.
进一步,焊接过程的焊接振幅由焊件的厚度和材质决定,随着材料硬度及厚度的提高,选用的振幅值相应增大,选用范围为18~20μm;为了防止过大压力使摩擦力过大造成焊件之间相对运动减弱,焊接压力以14Mpa为宜,焊接时间是指超声波能量输入焊件的时间,焊点的形成有一个最小焊接时间,小于该焊接时间不足以破坏金属表面氧化膜而无法焊接,对于金属厚板的焊接时间一般不超过1.5s,因此焊接时间以1-1.5s为宜。Furthermore, the welding amplitude of the welding process is determined by the thickness and material of the weldment. As the hardness and thickness of the material increase, the selected amplitude value increases correspondingly, and the selected range is 18-20 μm; in order to prevent excessive pressure from causing excessive friction The relative movement between the weldments is weakened. The welding pressure is preferably 14Mpa. The welding time refers to the time when the ultrasonic energy is input into the weldment. There is a minimum welding time for the formation of solder joints. The welding time is not enough to destroy the oxide film on the metal surface. It cannot be welded, and the welding time for thick metal plates generally does not exceed 1.5s, so the welding time is preferably 1-1.5s.
进一步,焊接时,为了防止铝制的支撑座的表面由于摩擦产生的温升造成氧化,可通入氩气或氦气进行保护。Further, during welding, in order to prevent oxidation of the surface of the aluminum support seat due to temperature rise caused by friction, argon or helium gas can be injected for protection.
附图说明Description of drawings
图1为现有的振弦式土压力计中振弦的连接示意图;Fig. 1 is the connection schematic diagram of vibrating wire in existing vibrating wire type earth pressure gauge;
图2为本发明中左支撑座的正面结构示意图;Fig. 2 is a schematic diagram of the front structure of the left support seat in the present invention;
图3为本发明中左支撑座的侧视结构示意图;Fig. 3 is a side view structural schematic diagram of the left support seat in the present invention;
图4为本发明中右支撑座的侧视结构示意图;Fig. 4 is a side view structural schematic diagram of the right support seat in the present invention;
图5为本发明中振弦的预处理的示意图;Fig. 5 is the schematic diagram of the pretreatment of vibrating wire in the present invention;
图6为本发明中支撑座与振弦连接的结构示意图;Fig. 6 is a structural schematic diagram of the connection between the support seat and the vibrating wire in the present invention;
图7为本发明中左支撑座与振弦焊接的示意图;Fig. 7 is a schematic diagram of the welding of the left support seat and the vibrating wire in the present invention;
图8为本发明中右支撑座与振弦焊接的示意图;Fig. 8 is a schematic diagram of the welding of the right support seat and the vibrating wire in the present invention;
图9为本发明中支撑座与振弦之间完成焊接的示意图。Fig. 9 is a schematic diagram of the welding between the support seat and the vibrating wire in the present invention.
图中:In the picture:
背板 1’ 感应板 2’Backplane 1’ Sensing Board 2’
信号传输电缆 3’ 振弦 4’Signal Transmission Cable 3’ Vibrating Wire 4’
支撑座 5’ 电磁线圈 6’Stand 5’ Solenoid 6’
橡皮垫圈 7’ 内六角螺钉 8’Rubber washer 7’ Socket head cap screw 8’
左支撑座 1 夹板 11Left support seat 1 Cleat plate 11
夹缝 12 通孔 13Slit 12 Through Hole 13
右支撑座 2 夹板 21Right support seat 2 splint 21
夹缝 22 振弦 3Gap 22 Vibrating wire 3
定位轮 4 滚轮张紧机构 5Positioning wheel 4 Roller tensioning mechanism 5
超声波焊接装置 6 声极 61Ultrasonic welding device 6 Sonotrode 61
声极本体 611 半球形端面 612Sonotrode body 611 Hemispherical end face 612
具体实施方式Detailed ways
为了进一步解释本发明的技术方案,下面通过具体实施例来对本发明进行详细阐述。In order to further explain the technical solution of the present invention, the present invention will be described in detail below through specific examples.
一种振弦式土压力计中振弦的连接方法,该连接方法基于振弦固定用的支撑座实现,该连接方法包括以下步骤:A method for connecting a vibrating wire in a vibrating wire earth pressure gauge, the connecting method is realized based on a support seat for fixing the vibrating wire, and the connecting method includes the following steps:
(1)支撑座上夹板的加工:如图2-图4所示,支撑座的材料为LY12铝合金,支撑座包括左支撑座1和右支撑座2,左支撑座1的上端和右支撑座2的上端分别具有两片相对设置的夹板,在左支撑座1的夹板11之间加工形成供振弦穿过的夹缝12,在右支撑座2的夹板21之间也加工形成供振弦穿过的夹缝22,夹缝12和22的宽度b为0.25mm,取负公差-0.1mm(即同一支撑座上两片夹板之间的间距为0.25mm),在左支撑座1内沿左支撑座1的长度方向开设一通孔13,通孔13的直径D为0.25mm。(1) Processing of the splint on the support seat: as shown in Figure 2-4, the material of the support seat is LY12 aluminum alloy, the support seat includes the left support seat 1 and the right support seat 2, the upper end of the left support seat 1 and the right support The upper end of the seat 2 has two opposite splints respectively. A gap 12 for the vibrating wire to pass is formed between the splints 11 of the left support seat 1, and a gap 12 for the vibrating wire to pass is also processed between the splints 21 of the right support seat 2. The gap 22 passed through, the width b of the gap 12 and 22 is 0.25mm, the negative tolerance is -0.1mm (that is, the distance between the two splints on the same support seat is 0.25mm), and it is supported along the left side of the left support seat 1 A through hole 13 is defined in the length direction of the seat 1, and the diameter D of the through hole 13 is 0.25 mm.
(2)振弦的预处理:如图3-图5所示,根据左支撑座1和右支撑座2的长度d、两支撑座之间的距离l,得到振弦3位于夹缝12和22内的相应长度,对位于夹缝12和22内的振弦部分喷涂一层铝膜。(2) Pretreatment of the vibrating wire: as shown in Figure 3-Figure 5, according to the length d of the left supporting base 1 and the right supporting base 2, and the distance l between the two supporting bases, the vibrating wire 3 is located in the gap 12 and 22 Corresponding length in the inside, to be positioned at the vibrating wire part in the crack 12 and 22 spray one deck aluminum film.
(3)振弦的固定:如图3、图4和图6所示,将振弦3的第一端由左支撑座1的右端从通孔13穿过后,再反向从左支撑座1的左端依次穿入左支撑座1的夹缝12、右支撑座2的夹缝22内,振弦3的第二端通过定位轮4卡固在左支撑座1的通孔13外,振弦3的第一端通过滚轮张紧机构5拉紧,且保持振弦3与水平面平行。(3) Fixing of the vibrating wire: as shown in Figure 3, Figure 4 and Figure 6, the first end of the vibrating wire 3 is passed through the through hole 13 from the right end of the left support base 1, and then reversed from the left support base 1 The left end of the left end penetrates in the crack 12 of the left support base 1 and the crack 22 of the right support base 2 in turn, and the second end of the vibrating string 3 is fixed outside the through hole 13 of the left support base 1 through the positioning wheel 4, and the vibrating string 3 The first end is tensioned by the roller tensioning mechanism 5, and the vibrating wire 3 is kept parallel to the horizontal plane.
(4)焊接点的确定:如图6所示,焊接点位于左支撑座1的两片夹板11的外表面上以及右支撑座2的两片夹板21的外表面上,左支撑座1上的焊接点的中心与左支撑座1的左边缘的间距S1为10-15mm且与左支撑座1的上边缘的间距S2为5-10mm,右支撑座2上的焊接点的中心与右支撑座2的右边缘的间距S3为10-15mm且与右支撑座的上边缘的间距S4为5-10mm。(4) Determination of welding points: as shown in Figure 6, the welding points are located on the outer surfaces of the two splints 11 of the left support base 1 and the outer surfaces of the two splints 21 of the right support base 2, on the left support base 1 The distance S1 between the center of the welding point and the left edge of the left support seat 1 is 10-15mm and the distance S2 from the upper edge of the left support seat 1 is 5-10mm, and the center of the welding point on the right support seat 2 and the right support The distance S3 between the right edge of the seat 2 is 10-15 mm and the distance S4 from the upper edge of the right supporting seat is 5-10 mm.
(5)超声波焊接:如图3、图7-图9所示,先将开设有通孔13的左支撑座1放置于超声波焊接装置6的两个声极61之间,将各个声极61分别对准左支撑座1的夹板11上的焊接点,向左支撑座1的夹板11施加超声波振动,焊接压力为14Mpa,焊接功率为4000W,焊接振幅为18-20μm,焊接1-1.5s后停止超声波振动,自然冷却,使得位于左支撑座1的夹板11间的振弦3与夹板11焊接成一体,再用同样的方法焊接右支撑座2内的振弦3,最后在距离右支撑座2外5mm处剪去位于右支撑座2外多余的振弦3,便完成振弦3与支撑座之间的连接。(5) Ultrasonic welding: as shown in Fig. 3, Fig. 7-Fig. Align the welding points on the splint 11 of the left support base 1 respectively, apply ultrasonic vibration to the splint 11 of the left support base 1, the welding pressure is 14Mpa, the welding power is 4000W, the welding amplitude is 18-20μm, after welding 1-1.5s Stop the ultrasonic vibration, cool naturally, so that the vibrating string 3 between the splint 11 of the left support seat 1 and the splint 11 are welded into one, and then weld the vibrating string 3 in the right support seat 2 in the same way, and finally at a distance from the right support seat Cut off the redundant vibrating wire 3 outside the right support base 2 at 5 mm outside 2, and then complete the connection between the vibrating wire 3 and the support base.
本发明一种振弦式土压力计中振弦的连接方法,采用超声波焊接的方式将振弦与支撑座固定连接在一起,具有以下有益效果:The invention relates to a method for connecting vibrating wires in a vibrating wire earth pressure gauge, which uses ultrasonic welding to fixedly connect the vibrating wires to the support base, and has the following beneficial effects:
(1)工艺简单,易于操作,连接完成后振弦不松动,达到张紧的振弦与支撑座的夹板达到永久性结合的目的;(1) The process is simple, easy to operate, the vibrating wire does not loosen after the connection is completed, and the purpose of permanent combination of the tensioned vibrating wire and the splint of the support seat is achieved;
(2)无需在支撑座的夹板上加工螺纹孔,克服了振弦易松动的问题,使用寿命长,稳定性好,使得振弦式土压力计的测量数据精确。(2) There is no need to process threaded holes on the splint of the support seat, which overcomes the problem that the vibrating wire is easy to loosen, has a long service life and good stability, and makes the measurement data of the vibrating wire earth pressure gauge accurate.
进一步,由于振弦3为钢丝弦,而支撑座由铝合金制作而成,对位于夹缝内的振弦部分喷涂一层铝膜,目的是由于同种金属对超声波感应的振幅一致,超声波焊接后能够使得位于夹缝内的振弦能够更好地与支撑座的夹板焊接在一起。Further, since the vibrating string 3 is a steel wire string, and the support seat is made of aluminum alloy, a layer of aluminum film is sprayed on the vibrating string part located in the crack, the purpose is that the amplitude of the ultrasonic induction of the same metal is consistent, and after ultrasonic welding The vibrating wire located in the crack can be better welded to the splint of the support base.
进一步,步骤(3)中,通过滚轮张紧机构5调节振弦张力(张紧程度),使得振弦3的张紧程度满足振弦式土压力计的要求标准。Further, in step (3), the vibrating wire tension (tension degree) is adjusted through the roller tensioning mechanism 5, so that the tension degree of the vibrating wire 3 meets the requirement standard of the vibrating wire earth pressure gauge.
进一步,焊接过程的焊接振幅由焊件的厚度和材质决定,随着材料硬度及厚度的提高,选用的振幅值相应增大,选用范围为18-20μm;为了防止过大压力使摩擦力过大造成焊件之间相对运动减弱,焊接压力以14Mpa为宜,焊接时间是指超声波能量输入焊件的时间,焊点的形成有一个最小焊接时间,小于该焊接时间不足以破坏金属表面氧化膜而无法焊接,对于金属厚板的焊接时间一般不超过1.5s,因此焊接时间以1-1.5s为宜。Furthermore, the welding amplitude of the welding process is determined by the thickness and material of the weldment. As the hardness and thickness of the material increase, the selected amplitude value increases correspondingly, and the selected range is 18-20 μm; in order to prevent excessive pressure from causing excessive friction The relative movement between the weldments is weakened. The welding pressure is preferably 14Mpa. The welding time refers to the time when the ultrasonic energy is input into the weldment. There is a minimum welding time for the formation of solder joints. The welding time is not enough to destroy the oxide film on the metal surface. It cannot be welded, and the welding time for thick metal plates generally does not exceed 1.5s, so the welding time is preferably 1-1.5s.
进一步,如图7所示,声极61包括声极本体611以及与焊接点接触的半球形端面612,声极本体611采用高速钢制作而成,半球形端面612采用轴承钢GCr15制作而成,半球形端面612的半径为25mm,焊接时,半球形端面612的中心与焊接点的中心相对齐,从而保证焊接效果。Further, as shown in FIG. 7 , the sonotrode 61 includes a sonotrode body 611 and a hemispherical end face 612 in contact with the welding point. The sonotrode body 611 is made of high-speed steel, and the hemispherical end face 612 is made of bearing steel GCr15. The radius of the hemispherical end face 612 is 25 mm. During welding, the center of the hemispherical end face 612 is aligned with the center of the welding point, so as to ensure the welding effect.
进一步,焊接时,为了防止铝制的支撑座的表面由于摩擦产生的温升造成氧化,可在焊接点处通入氩气或氦气进行保护。Furthermore, during welding, in order to prevent the surface of the aluminum support seat from being oxidized due to the temperature rise caused by friction, argon or helium can be injected into the welding point for protection.
本发明中的滚轮张紧机构5、超声波焊接装置6均为本领域的公知设备。The roller tensioning mechanism 5 and the ultrasonic welding device 6 in the present invention are all well-known equipment in the art.
上述实施例和图式并非限定本发明的产品形态和式样,任何所属技术领域的普通技术人员对其所做的适当变化或修饰,皆应视为不脱离本发明的专利范畴。The above-mentioned embodiments and drawings do not limit the form and style of the product of the present invention, and any appropriate changes or modifications made by those skilled in the art should be considered as not departing from the patent scope of the present invention.
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