CN205999733U - A kind of relevant rail Construction of Inclined state-detection chi - Google Patents
A kind of relevant rail Construction of Inclined state-detection chi Download PDFInfo
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- CN205999733U CN205999733U CN201620176385.1U CN201620176385U CN205999733U CN 205999733 U CN205999733 U CN 205999733U CN 201620176385 U CN201620176385 U CN 201620176385U CN 205999733 U CN205999733 U CN 205999733U
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Abstract
本实用新型涉及一种有关钢轨施工倾斜状态检测尺,包括两个测量底座和一个中空方管,每个测量底座中包括两个相对的支腿,测量底座上具有高度刻度尺,高度刻度尺外套有游标套可进行读书,水平尺为一中空方管,两端与测量底座连接。本实用新型、不需要借助其他工具,通过测量支腿上可直接测量钢轨轨底高差,进而得出轨底坡度,能适合多种型号的钢轨。
The utility model relates to a measuring ruler related to rail construction inclination state, comprising two measuring bases and a hollow square tube, each measuring base includes two opposite legs, the measuring base is provided with a height scale, and the height scale is covered with a There is a vernier cover for reading, and the level is a hollow square tube, and the two ends are connected with the measuring base. The utility model can directly measure the height difference of the rail bottom by measuring the leg without using other tools, and then obtain the slope of the rail bottom, and can be suitable for various types of rails.
Description
[技术领域][technical field]
本实用新型涉及一种轨道用的测量工具,具体涉及一种有关钢轨施工倾斜状态检测尺。The utility model relates to a measuring tool for rails, in particular to a measuring ruler related to rail construction inclination states.
[背景技术][Background technique]
目前我国轨道工程中,虽然对钢轨倾斜度有要求,但并无成熟的检测工具及检测手段,现有检测方法多是通过一种制作成标准1/40坡度或平坡的检测尺,对扣件铁垫板表面坡度进行比对。这种检测方法存在诸多缺陷:当铁垫板存在吊空的情况时,测量结果便存在错误;当铁垫板表面坡度与检测尺设定坡度不吻合时,还需借助其他工具才能得出实际钢轨倾斜度;另外,当铁垫板表面平整空间不够时,该检测方式便失效。At present, in my country's rail engineering, although there are requirements for the inclination of the rail, there are no mature detection tools and detection methods. Most of the existing detection methods are through a detection ruler made into a standard 1/40 slope or flat slope. The surface slope of the iron backing plate is compared. There are many defects in this detection method: when the iron backing plate is suspended, the measurement result will be wrong; The inclination of the rail; in addition, when the flat surface of the iron backing plate is not enough, the detection method will fail.
[实用新型内容][utility model content]
本实用新型的目的是解决现有技术中采用标准坡度的检测尺测量钢轨倾斜度时产生的误差以及使用不便等问题。The purpose of the utility model is to solve the problems of error and inconvenient use in the prior art when a standard gradient detection ruler is used to measure the inclination of rails.
为了实现上述目的,设计一种钢轨倾斜度测量尺,包括:In order to achieve the above object, a rail inclination measuring ruler is designed, comprising:
两个测量底座,每个测量底座中包括两个相对的支腿,支腿上部为竖杆部,支腿下部为横杆部,竖杆部的下端与横杆部的外端相连接,横杆部的内端上表面具有凸出的测头,两个相对的支腿由其各自的横杆部和竖杆部构成一个中空以及底部横杆部内端相对的钳形结构,在竖杆部的上部具有高度刻度尺,竖杆部的中部设有弹簧挡台,弹簧套在竖杆部的弹簧挡台下方,弹簧上端固定在弹簧挡台上,在高度刻度尺外套有游标套,游标套上设有读数放大器,游标套的下端设有横向凸起的导轨,外侧支腿的顶部设有横向的限位杆。Two measuring bases, each measuring base includes two opposite outriggers, the upper part of the outrigger is a vertical rod part, the lower part of the outrigger is a horizontal rod part, the lower end of the vertical rod part is connected with the outer end of the horizontal rod part, and the horizontal rod part is connected with the outer end of the horizontal rod part. The upper surface of the inner end of the rod part has a protruding measuring head, and the two opposite legs form a hollow pincer structure with their respective horizontal rod parts and vertical rod parts, and the inner ends of the bottom horizontal rod parts are opposite. The upper part has a height scale, the middle part of the vertical bar is provided with a spring stopper, the spring sleeve is placed under the spring stopper of the vertical bar part, the upper end of the spring is fixed on the spring stopper, and the height scale is covered with a vernier sleeve, the vernier sleeve A reading amplifier is arranged on the top, a horizontally protruding guide rail is arranged on the lower end of the vernier sleeve, and a horizontal limit rod is arranged on the top of the outer leg.
一水平尺,为一空心方管,方管靠近两端的顶面和底面均设有长形孔,测量底座的两个支腿穿过,方管靠近两端顶面位置还设有豁口,方管在豁口位置上设置有盖板以形成与所述导轨配合的槽,测量底座的两个支腿的竖杆部位于方管对应一侧的豁口中,游标套的导轨均位于所述的槽内,弹簧的下端均卡接在底面长形孔位置的方管壁内。A spirit level, which is a hollow square tube. The top and bottom surfaces of the square tube near both ends are provided with elongated holes through which the two legs of the measuring base pass. The square tube is also provided with gaps near the top surfaces of both ends. The pipe is provided with a cover plate at the position of the gap to form a groove matching the guide rail. The vertical rods of the two legs of the measuring base are located in the gap on the corresponding side of the square tube, and the guide rails of the vernier sleeve are located in the groove. Inside, the lower ends of the springs are clamped in the square tube wall at the position of the elongated hole on the bottom surface.
进一步的,该钢轨倾斜度测量尺还具有如下优化结构:Further, the rail inclination measuring ruler also has the following optimized structure:
所述的水平尺上设有把手。The level is provided with a handle.
所述的测头为半球体。The measuring head is a hemisphere.
本实用新型同现有技术相比,具有以下优点:Compared with the prior art, the utility model has the following advantages:
1、不需要借助其他工具,通过测量支腿上可直接测量钢轨轨底高差,进而得出钢轨倾斜度。1. No need to use other tools, the height difference of the rail bottom can be directly measured by measuring the outrigger, and then the inclination of the rail can be obtained.
2、活动式支腿设计,对多种型号的钢轨、多种设计要求的钢轨倾斜度均可适用。2. The movable outrigger design is applicable to various types of rails and rail inclinations required by various designs.
3、直接测量轨底,与轨头型式,扣件垫板型式无关,测量灵活性增强,且测量数据准确。3. Directly measure the bottom of the rail, regardless of the type of the rail head or the type of the backing plate of the fastener, the measurement flexibility is enhanced, and the measurement data is accurate.
4、通过限位杆将每对半球形测头间距离设为定值,可不需要计算,快速读出钢轨倾斜度数值。4. Set the distance between each pair of hemispherical probes to a fixed value through the limit rod, and quickly read the value of the inclination of the rail without calculation.
[附图说明][Description of drawings]
图1、钢轨施工倾斜状态检测尺结构组成图,Figure 1. Structural composition diagram of rail construction tilt state detection ruler,
图2、水平尺管结构组成图,Fig. 2. Structural diagram of the horizontal ruler tube,
图3、测量底座结构组成图,Figure 3. The structural composition diagram of the measuring base,
图4、1/40轨底坡60钢轨施工倾斜状态检测尺使用示意图,Figure 4. Schematic diagram of the use of the 1/40 rail bottom slope 60 rail construction tilt state detection ruler,
图5、平轨底坡槽型轨施工倾斜状态检测尺使用示意图,Figure 5. Schematic diagram of the use of the detection ruler for the construction of the inclined state of the bottom slope groove of the flat rail,
图6为水平尺管的豁口位置的放大示意图,Fig. 6 is an enlarged schematic diagram of the gap position of the level ruler tube,
图中:In the picture:
1.水平尺 1-1.方管 1-2.盖板 1-3.把手 1-4.槽1. Level ruler 1-1. Square tube 1-2. Cover plate 1-3. Handle 1-4. Groove
2.测量底座 2-1.支腿 2-2.游标套 2-3.弹簧 2-4.限位杆2. Measuring base 2-1. Outrigger 2-2. Vernier sleeve 2-3. Spring 2-4. Limit rod
3.1/40轨底坡60钢轨 4.平轨底坡槽型轨。3. 1/40 rail bottom slope 60 rail 4. Flat rail bottom slope grooved rail.
[具体实施方式][detailed description]
为使本实用新型目的、原理及构造更清楚明了,以下结合附图及具体实施例作进一步阐述。应当理解,实施例和附图仅用于解释说明而不用于限定本实用新型的保护范围。实施例中的对于方位的描述均是相对位置,而不是绝对位置。In order to make the purpose, principle and structure of the present utility model clearer, further elaboration will be made below in conjunction with the accompanying drawings and specific embodiments. It should be understood that the embodiments and drawings are only for explanation and not for limiting the protection scope of the present utility model. The descriptions of orientations in the embodiments are all relative positions, not absolute positions.
本实施例的钢轨施工倾斜状态检测尺结构如下:The rail construction inclination state detection ruler structure of the present embodiment is as follows:
如图1所示,包括两个测量底座,每个测量底座中包括两个相对的支腿,本实施例中所述的“相对”可以参考图1,3,4或5,支腿上部为竖杆部,支腿下部为横杆部,竖杆部的下端与横杆部的外端相连接,形成L形的结构,两个L形的下部均指向另一个支腿。横杆部的内端上表面具有凸出的半球体测头,两个相对的支腿由其各自的横杆部和竖杆部构成一个中空以及底部横杆部内端相对的钳形结构,在竖杆部的上部具有高度刻度尺,竖杆部的中部设有弹簧挡台,弹簧套在横杆部的弹簧挡台下方,弹簧上端固定在弹簧挡台上,在高度刻度尺外套有游标套,游标套上设有刻度视窗,视窗上设置放大镜,游标可以沿着刻度尺上下滑动,在视窗中对刻度尺进行读书,形成类似游标卡尺的结构,这对于本领域的技术人员是清楚的,游标套的下端设有横向凸起的轨道,其中一个支腿的顶部设有横向的限位杆。As shown in Figure 1, it includes two measuring bases, and each measuring base includes two opposite legs. The "relative" described in this embodiment can refer to Figures 1, 3, 4 or 5, and the upper part of the legs is The vertical rod part, the lower part of the leg is a horizontal rod part, the lower end of the vertical rod part is connected with the outer end of the horizontal rod part to form an L-shaped structure, and the lower parts of the two L-shaped parts point to the other leg. The upper surface of the inner end of the cross bar has a protruding hemispherical probe, and the two opposite legs are formed by their respective cross bar and vertical bar to form a hollow pincer structure with the inner end of the bottom horizontal bar facing each other. The upper part of the rod part has a height scale, the middle part of the vertical rod part is provided with a spring stopper, the spring is set under the spring stopper of the cross bar part, the upper end of the spring is fixed on the spring stopper, and the height scale is covered with a vernier sleeve. The vernier sleeve is provided with a scale window, and a magnifying glass is arranged on the window. The vernier can slide up and down along the scale, and the scale is read in the window to form a structure similar to a vernier caliper. This is clear to those skilled in the art. The lower end of the leg is provided with a horizontal raised track, and the top of one of the legs is provided with a horizontal limit rod.
水平尺为一中空杆件,其上部设有把手,在本实施例中,采用中空的方管,当然也可以采用其他的类似结构的杆件。杆件靠近两端的位置具有竖向贯穿的豁口,豁口位置的杆壁上设置有盖板,杆壁与盖板之间具有与所述轨道配合的槽,测量底座的两个支腿的竖杆部位于杆件对应一侧的豁口中,游标套的轨道均位于所述的槽内,弹簧的下端均卡接在豁口下端位置的杆壁内表面上。The spirit level is a hollow bar with a handle on its top. In this embodiment, a hollow square tube is used, but of course other bars with similar structures can also be used. There is a gap vertically penetrating near the two ends of the rod. A cover plate is provided on the rod wall at the gap position. There is a groove matching the track between the rod wall and the cover plate. The vertical rods of the two legs of the measuring base The part is located in the gap on the corresponding side of the rod, the track of the cursor sleeve is located in the groove, and the lower ends of the springs are clamped on the inner surface of the rod wall at the lower end of the gap.
以下是本实施例中钢轨施工倾斜状态检测尺使用方法。The following is the method of using the rail construction inclination state detection ruler in this embodiment.
1、将两个的测量底座的外侧支腿滑向两侧,内侧支腿滑向内侧,以打开支腿。1. Slide the outer legs of the two measuring bases to the sides, and the inner legs to the inner side to open the legs.
2、将水平尺管放在左右两股钢轨中间,两侧成对的支腿呈钳形立在钢轨两侧。2. Put the level tube in the middle of the left and right rails, and the paired legs on both sides stand on both sides of the rail in the shape of a clamp.
3、成对按下“L”型支腿,并向钢轨两侧收拢,当每对“L”型支腿靠近至卡住限位杆时,缓慢松手,由于弹簧的作用力使“L”型支杆回弹使底部半球形测头顶住轨底。如图4所示。3. Press the "L"-shaped outriggers in pairs and draw them towards both sides of the rail. When each pair of "L"-shaped outriggers is close to the limit rod, slowly let go. The rebound of the shaped strut makes the bottom hemispherical probe bear against the bottom of the rail. As shown in Figure 4.
4、读取每对测量支腿上的读数,并做差计算,通过差值除以每对半球形测头间距离即可得出钢轨倾斜度。如:通过限位杆设置每对半球形测头间距离为120mm,则高差为3mm时,轨底坡即为1/40。4. Read the readings on each pair of measuring legs, and calculate the difference, and divide the difference by the distance between each pair of hemispherical probes to get the rail inclination. For example: set the distance between each pair of hemispherical probes to 120mm through the limit rod, and when the height difference is 3mm, the rail bottom slope is 1/40.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620176385.1U CN205999733U (en) | 2016-03-08 | 2016-03-08 | A kind of relevant rail Construction of Inclined state-detection chi |
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| CN201620176385.1U CN205999733U (en) | 2016-03-08 | 2016-03-08 | A kind of relevant rail Construction of Inclined state-detection chi |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107941120A (en) * | 2018-01-04 | 2018-04-20 | 陈雪美 | A kind of Simplified measurer of accurate measurement floor thickness of slab |
| CN111719364A (en) * | 2020-06-09 | 2020-09-29 | 中铁上海工程局集团有限公司 | Double-block ballastless track measurement and review inspection ruler and measurement review and detection method |
| CN111994125A (en) * | 2020-09-17 | 2020-11-27 | 西南交通大学 | Rail bottom slope detection tooling bracket and rail bottom slope detection equipment |
| CN115143864A (en) * | 2022-07-29 | 2022-10-04 | 山东钢铁股份有限公司 | A device and measurement method for measuring slope and profile steel leg thickness |
-
2016
- 2016-03-08 CN CN201620176385.1U patent/CN205999733U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107941120A (en) * | 2018-01-04 | 2018-04-20 | 陈雪美 | A kind of Simplified measurer of accurate measurement floor thickness of slab |
| CN111719364A (en) * | 2020-06-09 | 2020-09-29 | 中铁上海工程局集团有限公司 | Double-block ballastless track measurement and review inspection ruler and measurement review and detection method |
| CN111994125A (en) * | 2020-09-17 | 2020-11-27 | 西南交通大学 | Rail bottom slope detection tooling bracket and rail bottom slope detection equipment |
| CN115143864A (en) * | 2022-07-29 | 2022-10-04 | 山东钢铁股份有限公司 | A device and measurement method for measuring slope and profile steel leg thickness |
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