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CN103175483B - A kind of handheld apparatus and method measuring cement road surface plate buckling deformation amount - Google Patents

A kind of handheld apparatus and method measuring cement road surface plate buckling deformation amount Download PDF

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CN103175483B
CN103175483B CN201310079871.2A CN201310079871A CN103175483B CN 103175483 B CN103175483 B CN 103175483B CN 201310079871 A CN201310079871 A CN 201310079871A CN 103175483 B CN103175483 B CN 103175483B
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cement pavement
pavement slab
slab
probe
cement
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CN103175483A (en
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李新凯
冯德成
陈剑
彭勃
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Harbin Institute of Technology Shenzhen
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Abstract

一种测量水泥路面板翘曲变形量的手持式装置及方法,它涉及一种测量水泥路面板曲翘变形量的装置及方法,具体涉及一种测量水泥路面板翘曲变形量的手持式装置及方法。本发明为了解决现有测量水泥路面板翘曲变形的装置在室外使用时固定困难,受温度、风速影响造成测量精度降低的问题。本发明的上层横梁、下层横梁由上至下并排平行设置,下层横梁的两端分别各与一个固定支架连接,上层横梁的一端通过转轴与相对应的一个固定支架的上端连接,上层横梁的另一端与激光位移传感器连接,探针的上端与上层横梁中部的下表面连接,探针的下端穿过下层横梁的中部与水泥路面板的上表面接触。本发明用于测量水泥路面板翘曲变形量。

A hand-held device and method for measuring warpage and deformation of cement pavement panels, which relate to a device and method for measuring warpage and deformation of cement pavement panels, in particular to a hand-held device for measuring warpage and deformation of cement pavement panels and methods. The invention aims to solve the problem that the existing device for measuring the warping deformation of the cement road slab is difficult to fix when it is used outdoors, and the measurement accuracy is reduced due to the influence of temperature and wind speed. The upper crossbeam and the lower crossbeam of the present invention are arranged side by side in parallel from top to bottom. One end is connected with the laser displacement sensor, the upper end of the probe is connected with the lower surface of the middle part of the upper beam, and the lower end of the probe passes through the middle part of the lower beam and contacts the upper surface of the cement pavement slab. The invention is used for measuring the warping deformation amount of the cement pavement slab.

Description

一种测量水泥路面板翘曲变形量的手持式装置及方法A hand-held device and method for measuring warpage and deformation of cement pavement slabs

技术领域technical field

本发明涉及一种测量水泥路面板曲翘变形量的装置及方法,具体涉及一种测量水泥路面板翘曲变形量的手持式装置及方法。The invention relates to a device and a method for measuring the warping deformation of a cement pavement slab, in particular to a hand-held device and a method for measuring the warping and deformation of a cement pavement slab.

背景技术Background technique

由于外部环境因素的不断变化,水泥路面板在板厚度上存在着不均匀的温度梯度和湿度梯度,从而引起在板厚上的不均匀温度收缩变形和干燥收缩变形,从而板将发生翘曲变形。水泥路面板产生温度翘曲变形后,将不再是弹性地基上的平板,而是曲面板,同时干缩也将进一步导致水泥路面板翘曲变形的增加。在这一工况下,车辆载荷作用时,板的受力状态将会发生改变,从而导致板开裂行为的变化。因此,对于水泥路面设计而言,其翘曲变形问题是至关重要的环节。Due to the continuous change of external environmental factors, there are uneven temperature gradients and humidity gradients on the thickness of the cement pavement slab, which will cause uneven temperature shrinkage deformation and drying shrinkage deformation on the thickness of the slab, so that the slab will warp and deform . After the cement pavement is warped and deformed by temperature, it will no longer be a flat plate on the elastic foundation, but a curved one. At the same time, drying shrinkage will further increase the warping deformation of the cement pavement. In this working condition, when the vehicle load acts, the stress state of the plate will change, resulting in a change in the cracking behavior of the plate. Therefore, for the design of cement pavement, its warping deformation is a crucial link.

虽然关于水泥路面板的翘曲变形方面进行了足尺试验研究,并通过LVDT等位移传感器对水泥路面板的翘曲变形进行了长期监测研究,但在室外采用LVDT等位移传感器时,由于温度、风速的影响将造成其测量精度降低,并且现场测量时传感器的固定也非常困难,因此目前尚没有很好的方法来测量服役中的水泥路面板翘曲变形。当前,水泥路面设计方法中关于板的翘曲变形主要是以理论计算和数值模拟分析来获得,由于影响因素较多,理论计算结果与实际翘曲变形存在着较大差异。Although full-scale experiments have been carried out on the warping deformation of cement pavement slabs, and long-term monitoring and research on the warping deformation of cement pavement slabs has been carried out through displacement sensors such as LVDT, but when using displacement sensors such as LVDTs outdoors, due to temperature, The influence of wind speed will reduce the measurement accuracy, and it is very difficult to fix the sensor during on-site measurement. Therefore, there is currently no good method to measure the warping deformation of cement pavement slabs in service. At present, the warping deformation of the slab in the cement pavement design method is mainly obtained by theoretical calculation and numerical simulation analysis. Due to many influencing factors, there is a big difference between the theoretical calculation results and the actual warping deformation.

发明内容Contents of the invention

本发明为解决现有测量水泥路面板翘曲变形的装置在室外使用时固定困难,受温度、风速影响造成测量精度降低的问题,进而提出一种测量水泥路面板翘曲变形量的手持式装置及方法。In order to solve the problem that the existing device for measuring the warping deformation of the cement pavement is difficult to fix when used outdoors, and the measurement accuracy is reduced due to the influence of temperature and wind speed, the present invention further proposes a hand-held device for measuring the warping and deformation of the cement pavement and methods.

本发明为解决上述问题采取的技术方案是:本发明包括上层横梁、下层横梁、探针、激光位移传感器、转轴和两个固定支架,上层横梁、下层横梁由上至下并排平行设置,下层横梁的两端分别各与一个固定支架连接,上层横梁的一端通过转轴与相对应的一个固定支架的上端连接,上层横梁的另一端与激光位移传感器连接,探针的上端与上层横梁中部的下表面连接,探针的下端穿过下层横梁的中部与水泥路面板的上表面接触。The technical scheme adopted by the present invention to solve the above-mentioned problems is: the present invention comprises an upper beam, a lower beam, a probe, a laser displacement sensor, a rotating shaft and two fixed brackets, the upper beam and the lower beam are arranged side by side in parallel from top to bottom, and the lower beam Both ends of the upper beam are respectively connected to a fixed bracket, one end of the upper beam is connected to the upper end of a corresponding fixed bracket through a rotating shaft, the other end of the upper beam is connected to the laser displacement sensor, and the upper end of the probe is connected to the lower surface of the middle part of the upper beam. Connection, the lower end of the probe passes through the middle of the lower beam and contacts the upper surface of the cement pavement slab.

本发明所述方法的具体步骤如下:The concrete steps of method of the present invention are as follows:

步骤一、将量水泥路面板翘曲变形量的手持式装置放置在水泥路面板上,使探针与水泥路面板上表面接触;Step 1. Place the hand-held device for measuring the warpage and deformation of the cement pavement on the cement pavement, so that the probe is in contact with the upper surface of the cement pavement;

步骤二、水泥路面板发生翘曲变形时,探针产生上下位移,进而推动上层横梁以转轴为圆心转动,激光位移传感器将探针的位移量记录下来并传送给存储器;Step 2. When the cement pavement is warped and deformed, the probe moves up and down, and then pushes the upper beam to rotate around the axis of rotation. The laser displacement sensor records the displacement of the probe and sends it to the memory;

步骤三、根据水泥路面板曲率公式计算水泥路面板的曲率ρ:Step 3. Calculate the curvature ρ of the cement pavement slab according to the curvature formula of the cement pavement slab:

ρ = 8 h L 2 + 4 h 2     ①, ρ = 8 h L 2 + 4 h 2 ①,

公式①中ρ表示水泥路面板的曲率,h表示测量得到下层横梁下方翘曲的水泥路面板弧高,即探针的位移量,L表示上层横梁的长度;In formula ①, ρ represents the curvature of the cement pavement slab, h represents the arc height of the cement pavement slab measured to warp under the lower beam, that is, the displacement of the probe, and L represents the length of the upper beam;

水泥路面板任意位置的翘曲变形量δ为:The warping deformation δ at any position of the cement pavement slab is:

δ = x 2 + y 2 2 ρ     ②, δ = x 2 + the y 2 2 ρ ②,

公式②中δ表示水泥路面板任意位置的翘曲变形,ρ表示水泥路面板的曲率,以水泥路面板中心为坐标原点,建立直角坐标系,x表示水泥路面板上任意点到原点的横坐标,y表示水泥路面板上任意点到原点的纵坐标。In formula ②, δ represents the warping deformation at any position of the cement pavement slab, ρ represents the curvature of the cement pavement slab, and the center of the cement pavement slab is used as the coordinate origin to establish a rectangular coordinate system, and x represents the abscissa from any point on the cement pavement slab to the origin , y represents the ordinate from any point on the cement pavement slab to the origin.

本发明的有益效果是:本发明可以实现水泥路面板的翘曲变形测量;本发明的测量精度可达0.002mm,自重为10kg,携带便捷,且可手持式操作,可重复测量,数据自动存储记录;本发明结构简单,制作成本低,操作方便,使用寿命长。The beneficial effects of the present invention are: the present invention can realize the warp deformation measurement of the cement road slab; the measuring accuracy of the present invention can reach 0.002 mm, the self-weight is 10 kg, it is convenient to carry, and can be operated by hand, can be measured repeatedly, and the data can be automatically stored Record; the present invention has simple structure, low manufacturing cost, convenient operation and long service life.

附图说明Description of drawings

图1是本发明的主视图。Fig. 1 is a front view of the present invention.

具体实施方式Detailed ways

具体实施方式一:结合图1说明本实施方式,本实施方式所述一种测量水泥路面板翘曲变形量的手持式装置包括上层横梁1、下层横梁2、探针3、激光位移传感器4、转轴5和两个固定支架6,上层横梁1、下层横梁2由上至下并排平行设置,下层横梁2的两端分别各与一个固定支架6连接,上层横梁1的一端通过转轴5与相对应的一个固定支架6的上端连接,上层横梁1的另一端与激光位移传感器4连接,探针3的上端与上层横梁1中部的下表面连接,探针3的下端穿过下层横梁2的中部与水泥路面板的上表面接触。Specific Embodiment 1: This embodiment is described in conjunction with FIG. 1. A handheld device for measuring the warping deformation of a cement pavement slab described in this embodiment includes an upper beam 1, a lower beam 2, a probe 3, a laser displacement sensor 4, Rotating shaft 5 and two fixed brackets 6, the upper beam 1 and the lower beam 2 are arranged side by side in parallel from top to bottom, the two ends of the lower beam 2 are respectively connected with a fixed bracket 6, and one end of the upper beam 1 is connected to the corresponding one through the rotating shaft 5. The upper end of a fixed bracket 6 is connected, the other end of the upper beam 1 is connected with the laser displacement sensor 4, the upper end of the probe 3 is connected with the lower surface of the middle part of the upper beam 1, and the lower end of the probe 3 passes through the middle of the lower beam 2 and The upper surface of the cement pavement slab is in contact.

具体实施方式二:结合图1说明本实施方式,本实施方式所述一种测量水泥路面板翘曲变形量的手持式装置的上层横梁1的长度为1000mm,下层横梁2的长度为1000mm。其它组成及连接关系与具体实施方式一相同。Embodiment 2: This embodiment is described in conjunction with FIG. 1 . The length of the upper beam 1 of a hand-held device for measuring the warping deformation of the cement pavement slab described in this embodiment is 1000 mm, and the length of the lower beam 2 is 1000 mm. Other components and connections are the same as those in the first embodiment.

具体实施方式三:结合图1说明本实施方式,本实施方式所述一种利用具体实施方式一所述装置测量水泥路面板翘曲变形量的方法的具体步骤如下:Specific embodiment three: This embodiment is described in conjunction with FIG. 1. The specific steps of a method for measuring the warping deformation of a cement pavement slab using the device described in Embodiment 1 described in this embodiment are as follows:

步骤一、将量水泥路面板翘曲变形量的手持式装置放置在水泥路面板上,使探针3与水泥路面板上表面接触;Step 1. Place the hand-held device for measuring the warpage and deformation of the cement pavement panel on the cement pavement panel, so that the probe 3 is in contact with the upper surface of the cement pavement panel;

步骤二、水泥路面板发生翘曲变形时,探针3产生上下位移,进而推动上层横梁1以转轴5为圆心转动,激光位移传感器4将探针3的位移量记录下来并传送给存储器;Step 2. When the cement pavement is warped and deformed, the probe 3 moves up and down, and then pushes the upper beam 1 to rotate with the rotating shaft 5 as the center of the circle. The laser displacement sensor 4 records the displacement of the probe 3 and transmits it to the memory;

步骤三、根据水泥路面板曲率公式计算水泥路面板的曲率ρ:Step 3. Calculate the curvature ρ of the cement pavement slab according to the curvature formula of the cement pavement slab:

ρ = 8 h L 2 + 4 h 2     ①, ρ = 8 h L 2 + 4 h 2 ①,

公式①中ρ表示水泥路面板的曲率,h表示测量得到下层横梁2下方翘曲的水泥路面板弧高,即探针3的位移量,L表示上层横梁1的长度;In the formula ①, ρ represents the curvature of the cement pavement slab, h represents the measured arc height of the cement pavement slab warped under the lower beam 2, that is, the displacement of the probe 3, and L represents the length of the upper beam 1;

水泥路面板任意位置的翘曲变形量δ为:The warping deformation δ at any position of the cement pavement slab is:

δ = x 2 + y 2 2 ρ     ②, δ = x 2 + the y 2 2 ρ ②,

公式②中δ表示水泥路面板任意位置的翘曲变形,ρ表示水泥路面板的曲率,以水泥路面板中心为坐标原点,建立直角坐标系,x表示水泥路面板上任意点到原点的横坐标,y表示水泥路面板上任意点到原点的纵坐标。In formula ②, δ represents the warping deformation at any position of the cement pavement slab, ρ represents the curvature of the cement pavement slab, and the center of the cement pavement slab is used as the coordinate origin to establish a rectangular coordinate system, and x represents the abscissa from any point on the cement pavement slab to the origin , y represents the ordinate from any point on the cement pavement slab to the origin.

Claims (1)

1.一种测量水泥路面板翘曲变形量的方法,它所使用的量水泥路面板翘曲变形量的手持式装置包括上层横梁(1)、下层横梁(2)、探针(3)、激光位移传感器(4)、转轴(5)和两个固定支架(6),上层横梁(1)、下层横梁(2)由上至下并排平行设置,下层横梁(2)的两端分别各与一个固定支架(6)连接,上层横梁(1)的一端通过转轴(5)与相对应的一个固定支架(6)的上端连接,上层横梁(1)的另一端与激光位移传感器(4)连接,探针(3)的上端与上层横梁(1)中部的下表面连接,探针(3)的下端穿过下层横梁(2)的中部与水泥路面板的上表面接触,上层横梁(1)的长度为1000mm,下层横梁(2)的长度为1000mm,其特征在于:所述一种测量水泥路面板翘曲变形量的方法的具体步骤如下:1. A method for measuring the amount of warpage of cement pavement slabs, the hand-held device of the amount of warpage of cement pavement slabs that it uses comprises upper beam (1), lower floor beam (2), probe (3), The laser displacement sensor (4), the rotating shaft (5) and two fixed brackets (6), the upper beam (1) and the lower beam (2) are arranged side by side in parallel from top to bottom, and the two ends of the lower beam (2) are respectively connected to A fixed bracket (6) is connected, one end of the upper beam (1) is connected to the upper end of a corresponding fixed bracket (6) through a rotating shaft (5), and the other end of the upper beam (1) is connected to the laser displacement sensor (4) , the upper end of the probe (3) is connected to the lower surface of the upper beam (1), the lower end of the probe (3) passes through the middle of the lower beam (2) and contacts the upper surface of the cement road slab, and the upper beam (1) The length is 1000mm, and the length of the lower beam (2) is 1000mm, it is characterized in that: the specific steps of the method for measuring the warping deformation of the cement road slab are as follows: 步骤一、将量水泥路面板翘曲变形量的手持式装置放置在水泥路面板上,使探针(3)与水泥路面板上表面接触;Step 1. Place the hand-held device for measuring the warpage and deformation of the cement pavement slab on the cement pavement slab, so that the probe (3) is in contact with the upper surface of the cement pavement slab; 步骤二、水泥路面板发生翘曲变形时,探针(3)产生上下位移,进而推动上层横梁(1)以转轴(5)为圆心转动,激光位移传感器(4)将探针(3)的位移量记录下来并传送给存储器;Step 2. When the cement pavement is warped and deformed, the probe (3) moves up and down, and then pushes the upper beam (1) to rotate around the rotating shaft (5), and the laser displacement sensor (4) moves the probe (3) The displacement is recorded and sent to the memory; 步骤三、根据水泥路面板曲率公式计算水泥路面板的曲率ρ:Step 3. Calculate the curvature ρ of the cement pavement slab according to the curvature formula of the cement pavement slab: ρ = 8 h L 2 + 4 h 2    ①, ρ = 8 h L 2 + 4 h 2 ①, 公式①中ρ表示水泥路面板的曲率,h表示测量得到的下层横梁(2)下方翘曲的水泥路面板弧高,即探针(3)的位移量,L表示上层横梁(1)的长度;In formula ①, ρ represents the curvature of the cement pavement slab, h represents the measured arc height of the cement pavement slab warped under the lower beam (2), that is, the displacement of the probe (3), and L represents the length of the upper beam (1) ; 水泥路面板任意位置的翘曲变形量δ为:The warping deformation δ at any position of the cement pavement slab is: δ = x 2 + y 2 2 ρ    ②, δ = x 2 + the y 2 2 ρ ②, 公式②中δ表示水泥路面板任意位置的翘曲变形,ρ表示水泥路面板的曲率,以水泥路面板中心为坐标原点,建立直角坐标系,x表示水泥路面板上任意点到原点的横坐标,y表示水泥路面板上任意点到原点的纵坐标。In formula ②, δ represents the warping deformation at any position of the cement pavement slab, ρ represents the curvature of the cement pavement slab, and the center of the cement pavement slab is used as the coordinate origin to establish a rectangular coordinate system, and x represents the abscissa from any point on the cement pavement slab to the origin , y represents the ordinate from any point on the cement pavement slab to the origin.
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Families Citing this family (1)

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Publication number Priority date Publication date Assignee Title
CN105180887A (en) * 2015-10-08 2015-12-23 重庆长安汽车股份有限公司 Wide span beam deflection deformation measuring method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102590485A (en) * 2012-02-29 2012-07-18 哈尔滨工业大学 Framework-type concrete self-constriction measurement device
CN102628679A (en) * 2012-05-09 2012-08-08 泰安华鲁锻压机床有限公司 Roll bending forming curvature radius measuring device of plate coiling machine
CN102645380A (en) * 2012-04-01 2012-08-22 国家林业局北京林业机械研究所 Structural timber bend strength tester and structural timber bend strength test method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20020149571A1 (en) * 2001-04-13 2002-10-17 Roberts Jerry B. Method and apparatus for force-based touch input

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102590485A (en) * 2012-02-29 2012-07-18 哈尔滨工业大学 Framework-type concrete self-constriction measurement device
CN102645380A (en) * 2012-04-01 2012-08-22 国家林业局北京林业机械研究所 Structural timber bend strength tester and structural timber bend strength test method
CN102628679A (en) * 2012-05-09 2012-08-08 泰安华鲁锻压机床有限公司 Roll bending forming curvature radius measuring device of plate coiling machine

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