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CN107290263A - A kind of tire road surface connects current test device - Google Patents

A kind of tire road surface connects current test device Download PDF

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Publication number
CN107290263A
CN107290263A CN201710570113.9A CN201710570113A CN107290263A CN 107290263 A CN107290263 A CN 107290263A CN 201710570113 A CN201710570113 A CN 201710570113A CN 107290263 A CN107290263 A CN 107290263A
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China
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water
seepage
pressurized
measuring cylinder
tire
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黄晓明
马静雯
黄若昀
朱晟泽
朱宇昊
殷大泉
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Southeast University
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Southeast University
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/0806Details, e.g. sample holders, mounting samples for testing
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/082Investigating permeability by forcing a fluid through a sample
    • G01N15/0826Investigating permeability by forcing a fluid through a sample and measuring fluid flow rate, i.e. permeation rate or pressure change

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  • Chemical & Material Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Analytical Chemistry (AREA)
  • Dispersion Chemistry (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Fluid Mechanics (AREA)
  • Road Repair (AREA)

Abstract

本发明公开了一种轮胎路面连通水流测试装置,包括加压抽气筒(1)、渗水仪和震水电动机(4)。渗水仪包括加压量筒(3)、渗水管道(13)、空腔底座(12),空腔底座中设有渗水空腔(15),所述渗水管道一端连通渗水空腔,另一端连通加压量筒,渗水管道上设有阀门(9)。加压量管远离渗水管道的端口通过连接槽(2)连通加压抽气筒(1),震水电动机安装在加压量筒上,加压量筒与渗水管道连通的端口安装有电子水表(5)。本发明提供的一种轮胎路面连通水流测试装置,它可以模拟轮胎荷载作用下产生动水压力后沥青路面渗水情况,并在此情况下测量沥青路面渗水系数,可以提高测试精度,满足实际测量需求,具有广阔的应用前景。

The invention discloses a test device for connected water flow on a tire road surface, which comprises a pressurized air pump (1), a water seepage meter and a water vibration motor (4). The water seepage instrument comprises a pressurized measuring cylinder (3), a water seepage pipe (13), and a cavity base (12). A water seepage cavity (15) is arranged in the cavity base. The pressure cylinder is provided with a valve (9) on the seepage pipeline. The port of the pressurized measuring tube away from the seepage pipe is connected to the pressurized air pump (1) through the connection groove (2), the water vibration motor is installed on the pressurized measuring cylinder, and the port connecting the pressurized measuring cylinder and the seepage pipe is installed with an electronic water meter (5) . The invention provides a tire-pavement connected water flow test device, which can simulate the water seepage of the asphalt pavement after the dynamic water pressure is generated under the action of the tire load, and measure the water seepage coefficient of the asphalt pavement in this case, which can improve the test accuracy and meet the actual measurement requirements ,have a broad vision of application.

Description

一种轮胎路面连通水流测试装置A tire road connected water flow test device

技术领域technical field

本发明属于道路工程技术领域,涉及一种模拟轮胎荷载作用下产生动水压力后沥青路面渗水情况并在此情况下测量沥青路面渗水系数的装置,具体涉及一种轮胎路面连通水流测试装置。The invention belongs to the technical field of road engineering, and relates to a device for simulating water seepage of an asphalt pavement after hydrodynamic pressure is generated under the action of a tire load and measuring the water seepage coefficient of the asphalt pavement under this condition, in particular to a tire pavement connected water flow test device.

背景技术Background technique

路面渗水系数是衡量路面排水性能的关键性技术指标之一,路面渗水系数测量的准确性关系到雨天通行安全性和路面水损害程度。但现有的渗水仪目前存在以下不足之处:Pavement water seepage coefficient is one of the key technical indicators to measure pavement drainage performance. The accuracy of pavement water seepage coefficient measurement is related to the safety of traffic in rainy days and the degree of road water damage. But there are following deficiencies in existing water seepage meter at present:

1.现有渗水仪仅能测量静水压力下路面的渗水系数,而在真实路面上,车辆荷载行驶路面,路面水在车辆荷载作用下运动并且对路面产生动水压力,现有渗水仪不能很好模拟路面真实情况;1. The existing water seepage meter can only measure the water seepage coefficient of the road surface under hydrostatic pressure, but on the real road, the vehicle load travels on the road surface, the road surface water moves under the action of the vehicle load and generates dynamic water pressure on the road surface, the existing water seepage meter cannot be very Good simulation of the real road conditions;

2.现有渗水仪仅能测量一种状态下渗水系数,即静水压力下路面渗水系数,而不能测量多种不同状态下的路面渗水系数并加以比较;2. The existing water seepage meter can only measure the seepage coefficient under one state, that is, the pavement seepage coefficient under hydrostatic pressure, but cannot measure and compare the pavement seepage coefficients under various states;

3.现有渗水仪在路面存在一定坡度时,会在路面上处于倾斜状态,造成测量误差;3. The existing water seepage meter will be in a tilted state on the road surface when there is a certain slope on the road surface, resulting in measurement errors;

4.现有渗水仪没有采取一体化设计,安装拆卸十分麻烦,且容易由于安装失误造成实验失败。4. The existing water seepage meter does not adopt an integrated design, the installation and disassembly are very troublesome, and it is easy to fail the experiment due to installation errors.

发明内容Contents of the invention

本发明的目的在于针对上述现有技术存在的问题,提供一种轮胎路面连通水流测试装置,可测量四种不同情况下路面渗水系数,尤其可模拟轮胎荷载作用路面真实状态下的渗水效果,测量动水压力作用下沥青路面材料的渗水系数,并提高测量精度。The purpose of the present invention is to solve the problems in the above-mentioned prior art, and provide a tire-pavement connected water flow test device, which can measure the water seepage coefficient of the road surface under four different conditions, especially the water seepage effect under the real state of the road surface under the action of the tire load, and measure Water permeability coefficient of asphalt pavement materials under hydrodynamic pressure, and improve measurement accuracy.

本发明解决其技术问题是通过以下技术方案实现的:The present invention solves its technical problem and realizes through the following technical solutions:

一种轮胎路面连通水流测试装置,包括加压抽气筒、渗水仪和震水电动机;A device for testing water flow connected to a tire road surface, comprising a pressurized air pump, a water seepage meter and a water vibration motor;

所述渗水仪包括加压量筒、渗水管道、空腔底座,所述空腔底座上安装有调节水平倾斜度的调节旋钮,所述空腔底座中设有渗水空腔,所述空腔底座上端设置有一个以上的立柱,所述立柱支承有支撑板,所述加压量筒竖直设置在支撑板上,且所述加压量管远离支撑板的端口通过连接槽连通加压抽气筒;所述渗水管道处于支撑板下方,且所述渗水管道一端透过支撑板连通加压量筒,所述渗水管道另一端连通渗水空腔,所述渗水管道上设有阀门;The water infiltration meter includes a pressurized measuring cylinder, a water seepage pipe, and a cavity base. An adjustment knob for adjusting the horizontal inclination is installed on the cavity base. A water seepage cavity is arranged in the cavity base. The upper end of the cavity base More than one column is provided, the column is supported by a support plate, the pressurized measuring cylinder is vertically arranged on the support plate, and the port of the pressurized measuring tube away from the support plate is connected to the pressurized pumping cylinder through a connecting groove; The seepage pipe is located below the support plate, and one end of the seepage pipe is connected to the pressurized measuring cylinder through the support plate, the other end of the seepage pipe is connected to the seepage cavity, and a valve is provided on the seepage pipe;

所述震水电动机安装在加压量筒上,所述加压量筒与渗水管道连通的端口安装有电子水表。The water-vibrating motor is installed on a pressurized measuring cylinder, and an electronic water meter is installed at a port of the pressurized measuring cylinder communicated with the seepage pipe.

进一步的,所述空腔底座为圆台型,且所述空腔底座的底部设有底部密封圈。Further, the base of the cavity is in the shape of a truncated cone, and the bottom of the base of the cavity is provided with a bottom sealing ring.

进一步的,所述空腔底座上端安装有水平气泡仪。Further, a horizontal bubble meter is installed on the upper end of the base of the cavity.

进一步的,所述空腔底座上设置有配重块。Further, a counterweight is arranged on the base of the cavity.

进一步的,所述震水电动机为环形震水电动机,所述环形震水电动机套设在加压量筒外侧。Further, the water-vibrating motor is a ring-shaped water-vibrating motor, and the ring-shaped water-vibrating motor is sleeved on the outside of the pressurized measuring cylinder.

本发明的有益效果为:The beneficial effects of the present invention are:

本发明装置一体化,不会出现由安装失误而导致的渗水现象;安装了调节水平倾斜度的调节旋钮和水平气泡仪,能够减小装置在具有坡度的路面上测量时造成的测量误差。本发明装置能够通过对加压抽气筒和震水电动机的开启关闭组合测量不同路面状态下的渗水系数;最重要地,本发明装置能够模拟轮胎荷载作用下产生动水压力后沥青路面渗水情况,并在此情况下测量沥青路面渗水系数。The device of the present invention is integrated, and water seepage caused by installation errors does not occur; the adjustment knob for adjusting the horizontal inclination and the horizontal bubble meter are installed, which can reduce the measurement error caused by the device when measuring on a road surface with a slope. The device of the present invention can measure the water seepage coefficient under different road surface conditions by combining the opening and closing of the pressurized air pump and the shock motor; most importantly, the device of the present invention can simulate the water seepage situation of the asphalt pavement after the dynamic water pressure is generated under the action of the tire load, And in this case, measure the water permeability coefficient of asphalt pavement.

附图说明Description of drawings

图1是本发明轮胎路面连通水流测试装置的结构示意图;Fig. 1 is the structural representation of tire pavement connected water flow testing device of the present invention;

图2是本发明中圆台型空腔底座的透视示意图和仰视示意图。Fig. 2 is a schematic perspective view and a schematic bottom view of a frustum-shaped cavity base in the present invention.

附图标记说明Explanation of reference signs

1-加压抽气筒、2-连接槽、3-加压量筒、4-震水电动机、5-电子水表、6-支撑板、7-立柱、8-配重块、9-阀门、10-调节旋钮、11-水平气泡仪、12-空腔底座、13-渗水管道、14-底部密封圈、15-渗水空腔。1-pressurized air pump, 2-connecting groove, 3-pressurized measuring cylinder, 4-vibrating water motor, 5-electronic water meter, 6-support plate, 7-column, 8-counterweight, 9-valve, 10- Adjustment knob, 11-horizontal bubble meter, 12-cavity base, 13-seepage pipe, 14-bottom sealing ring, 15-water seepage cavity.

具体实施方式detailed description

下面通过具体实施例对本发明作进一步详述,以下实施例只是描述性的,不是限定性的,不能以此限定本发明的保护范围。The present invention will be further described in detail below through the specific examples, the following examples are only descriptive, not restrictive, and cannot limit the protection scope of the present invention with this.

如图1所示,一种轮胎路面连通水流测试装置,包括加压抽气筒1、渗水仪和震水电动机4。渗水仪包括加压量筒3、渗水管道13、空腔底座12,本发明空腔底座12为圆台型。空腔底座12上安装有调节水平倾斜度的调节旋钮10,以适应不同坡度的路面情况,且空腔底座12上端安装有水平气泡仪11。空腔底座12的底部设有底部密封圈14。空腔底座12中设有渗水空腔15,空腔底座12上端设置有一个以上的立柱7,立柱7支承有支撑板6,加压量筒3竖直设置在支撑板6上,且加压量管3远离支撑板6的端口通过连接槽2连通加压抽气筒1。渗水管道13处于支撑板6下方,且渗水管道13一端透过支撑板6连通加压量筒3,渗水管道13另一端连通渗水空腔15,渗水管道13上设有阀门9。As shown in FIG. 1 , a tire-pavement connected water flow test device includes a pressurized air pump 1 , a water seepage meter and a water vibration motor 4 . The water seepage instrument comprises a pressurized measuring cylinder 3, a water seepage pipe 13, and a cavity base 12, and the cavity base 12 of the present invention is a circular truncated shape. An adjustment knob 10 for adjusting the horizontal inclination is installed on the cavity base 12 to adapt to road conditions with different slopes, and a horizontal bubble meter 11 is installed on the upper end of the cavity base 12 . The bottom of the cavity base 12 is provided with a bottom sealing ring 14 . The cavity base 12 is provided with a water seepage cavity 15, and the upper end of the cavity base 12 is provided with more than one column 7, the column 7 is supported by a support plate 6, and the pressurized measuring cylinder 3 is vertically arranged on the support plate 6, and the pressurized amount The port of the tube 3 away from the support plate 6 communicates with the pressurized pumping cylinder 1 through the connecting groove 2 . The seepage pipe 13 is located below the support plate 6 , and one end of the seepage pipe 13 communicates with the pressurized measuring cylinder 3 through the support plate 6 , and the other end of the seepage pipe 13 communicates with the seepage cavity 15 , and the seepage pipe 13 is provided with a valve 9 .

本发明震水电动机4为环形震水电动机,环形震水电动机套设在加压量筒3外侧。震水电动机4安装在加压量筒3上,环形震水电动机用于使加压量筒3内水流运动以模拟轮胎碾压路面时水流运动产生的动水压力。加压量筒3与渗水管道13连通的端口安装有电子水表5,电子水表5用于感应水流运动时加压量筒3内水量变化值。The water-vibrating motor 4 of the present invention is an annular water-vibrating motor, and the annular water-vibrating motor is sleeved on the outside of the pressurized measuring cylinder 3 . The water-vibrating motor 4 is installed on the pressurized measuring cylinder 3, and the ring-shaped water-vibrating motor is used to make the water flow in the pressurized measuring cylinder 3 move to simulate the hydrodynamic pressure generated by the water flow movement when the tire rolls on the road surface. The port where the pressurized measuring cylinder 3 communicates with the seepage pipe 13 is equipped with an electronic water meter 5, and the electronic water meter 5 is used to sense the change value of the water volume in the pressurized measuring cylinder 3 when the water flow is moving.

本发明装置可配置配重块8放在空腔底座12上,从而施加一个竖向的力,改善装置的密封效果。The device of the present invention can be configured with a counterweight 8 placed on the cavity base 12, thereby exerting a vertical force and improving the sealing effect of the device.

当利用本发明装置进行渗水实验时,可以测量四种情况下的路面渗水系数:When utilizing device of the present invention to carry out seepage experiment, can measure the pavement seepage coefficient under four kinds of situations:

情况一:模拟轮胎荷载作用下水流运动产生动水压力后沥青路面渗水情况,并在此情况下测量沥青路面渗水系数,按如下步骤进行:Situation 1: Simulate the water seepage of asphalt pavement after the dynamic water pressure generated by water flow under the action of tire load, and measure the water seepage coefficient of asphalt pavement in this case, proceed as follows:

步骤1、在路面的测试区域上,将选好的测定位置清扫干净、再用细钢丝刷把路面表面矿料颗粒间的尘土刷出并扫干净。然后将本发明装置放在测试区域上,围绕圆台型空腔底座12画圆圈后将装置移开,沿刚才画的圈涂一层密封材料,再将装置底座用力压在圆圈上;Step 1. On the test area of the road surface, clean the selected measuring position, and then use a fine steel wire brush to brush out and clean the dust between the mineral particles on the road surface surface. Then put the device of the present invention on the test area, remove the device after drawing a circle around the frustum-shaped cavity base 12, apply a layer of sealing material along the circle just drawn, and press the device base firmly on the circle;

步骤2、调整调节旋钮10使得水平气泡仪11中气泡居中,然后在空腔底座12上放置配重块8,根据路面坡度再次调整调平调节旋钮10,使得水平气泡仪11中气泡居中;Step 2. Adjust the adjustment knob 10 so that the bubbles in the horizontal bubble meter 11 are centered, then place the counterweight 8 on the cavity base 12, and adjust the leveling adjustment knob 10 again according to the slope of the road surface, so that the bubbles in the horizontal bubble meter 11 are centered;

步骤3、往加压量筒3内注水600ml,根据标准轴载换算成气压往加压抽气筒1内通入气体,将加压抽气筒1通过连接槽2与加压量筒3连接。根据此气压进行充气以模拟道路真实荷载情况。接着打开环形震水电动机4,使加压量筒3内水运动起来,模拟轮胎驶过路面时路面水的运动情况。打开阀门9,观察电子水表5,当水量减少100ml左右时立即开动秒表,每30S观察一次电子水表5,记录一次渗水量,直到3min为止。为消除实验开始时的头30S至1min内表面润湿透水较快的不均匀影响,路面透水系数按1~3min内的2min时间内渗入路面水量计算:Step 3: Fill 600ml of water into the pressurized measuring cylinder 3, convert air pressure into the pressurized pumping cylinder 1 according to the standard axle load, and connect the pressurized pumping cylinder 1 to the pressurized measuring cylinder 3 through the connecting groove 2. Inflate according to this air pressure to simulate real road load conditions. Then open the ring-shaped water-vibrating motor 4 to make the water in the pressurized measuring cylinder 3 move, to simulate the motion of the road water when the tire is driving over the road. Open the valve 9, observe the electronic water meter 5, start the stopwatch immediately when the water volume decreases by about 100ml, observe the electronic water meter 5 once every 30S, record the water seepage once, until 3min. In order to eliminate the uneven influence of faster wetting and water penetration on the inner surface from the first 30S to 1 minute at the beginning of the experiment, the pavement water permeability coefficient is calculated according to the amount of water infiltrated into the pavement within 2 minutes within 1 to 3 minutes:

Pa=(P3—P1)/2Pa=(P3—P1)/2

式中:Pa——情况一下路面渗水系数,即轮胎荷载下水流运动时路面渗水系数;In the formula: Pa——the water seepage coefficient of the road surface under the condition, that is, the water seepage coefficient of the road surface when the water flows under the tire load;

P3——3min时路面渗水量;P3——the amount of water seepage on the road surface at 3 minutes;

P1——1min时路面渗水量。P1—the amount of water seepage on the road surface at 1 minute.

情况二:利用本装置测量路面加压但水流不运动时路面渗水系数,按如下步骤进行:Situation 2: Use this device to measure the water seepage coefficient of the road surface when the road surface is pressurized but the water flow does not move, and the steps are as follows:

步骤1、在路面的测试区域上,将选好的测定位置清扫干净、再用细钢丝刷把路面表面矿料颗粒间的尘土刷出并扫干净。然后将本发明装置放在测试区域上,围绕圆台型空腔底座12画圆圈后将装置移开,沿刚才画的圈涂一层密封材料,再将装置底座用力压在圆圈上;Step 1. On the test area of the road surface, clean the selected measuring position, and then use a fine steel wire brush to brush out and clean the dust between the mineral particles on the road surface surface. Then put the device of the present invention on the test area, remove the device after drawing a circle around the frustum-shaped cavity base 12, apply a layer of sealing material along the circle just drawn, and press the device base firmly on the circle;

步骤2、调整调节旋钮10使得水平气泡仪11中气泡居中,然后在空腔底座12上放置配重块8,根据路面坡度再次调整调平调节旋钮10,使得水平气泡仪11中气泡居中;Step 2. Adjust the adjustment knob 10 so that the bubbles in the horizontal bubble meter 11 are centered, then place the counterweight 8 on the cavity base 12, and adjust the leveling adjustment knob 10 again according to the slope of the road surface, so that the bubbles in the horizontal bubble meter 11 are centered;

步骤3、不打开环形震水电动机4从而水流不运动,往加压量筒3内注水600ml,根据标准轴载换算成气压往加压抽气筒1内充气,将加压抽气筒1通过连接槽2与加压量筒3连接。也可以充入不同气体从而模拟不同荷载压力。打开阀门9,等待加压量筒3内水下渗,待加压量筒3内水面下降至100ml刻度时,立即开动秒表计时每隔60s记录刻度一次,至加压量筒3内水面下降至500ml刻度时为止。路面渗水系数按下式计算:Step 3. Do not turn on the ring-shaped water-vibrating motor 4 so that the water flow does not move, fill 600ml of water into the pressurized measuring cylinder 3, convert the standard axle load into air pressure and inflate the pressurized pumping cylinder 1, and pass the pressurized pumping cylinder 1 through the connecting groove 2 Connected to pressurized cylinder 3. It can also be filled with different gases to simulate different load pressures. Open the valve 9 and wait for the water in the pressurized measuring cylinder 3 to seep downward. When the water level in the pressurized measuring cylinder 3 drops to the 100ml scale, immediately start the stopwatch to record the scale once every 60s until the water level in the pressurized measuring cylinder 3 drops to the 500ml scale. until. Pavement water seepage coefficient is calculated according to the following formula:

Ca=(V2—V1)/(T2—T1)*60Ca=(V2—V1)/(T2—T1)*60

式中:Ca——情况二下路面渗水系数,即路面加压时渗水系数;In the formula: Ca——the water seepage coefficient of the road surface under the second situation, that is, the water seepage coefficient when the road surface is pressurized;

V1——第一次计时时水量(ml);V1——water volume (ml) at the first timing;

V2——第二次计时时水量(ml);V2——water volume (ml) at the second timing;

T1——第一次计时时间;T1 - the first timing time;

T2——第二次计时时间。T2 - the second timing time.

情况三:利用本装置测量路面水流运动但不加压时路面渗水系数,按如下步骤进行:Situation 3: Use this device to measure the water seepage coefficient of the road surface when the water flow on the road is not pressurized, and proceed as follows:

步骤1、在路面的测试区域上,将选好的测定位置清扫干净、再用细钢丝刷把路面表面矿料颗粒间的尘土刷出并扫干净。然后将本发明装置放在测试区域上,围绕圆台型空腔底座12画圆圈后将装置移开,沿刚才画的圈涂一层密封材料,再将装置底座用力压在圆圈上;Step 1. On the test area of the road surface, clean the selected measuring position, and then use a fine steel wire brush to brush out and clean the dust between the mineral particles on the road surface surface. Then put the device of the present invention on the test area, remove the device after drawing a circle around the frustum-shaped cavity base 12, apply a layer of sealing material along the circle just drawn, and press the device base firmly on the circle;

步骤2、调整调节旋钮10使得水平气泡仪11中气泡居中,然后在空腔底座12上放置配重块8,根据路面坡度再次调整调平调节旋钮10,使得水平气泡仪11中气泡居中;Step 2. Adjust the adjustment knob 10 so that the bubbles in the horizontal bubble meter 11 are centered, then place the counterweight 8 on the cavity base 12, and adjust the leveling adjustment knob 10 again according to the slope of the road surface, so that the bubbles in the horizontal bubble meter 11 are centered;

步骤3、往加压量筒3内注水600ml,不连接加压抽气筒1,打开环形震水电动机4,使量筒内水运动起来,模拟路面孔隙中水流运动情况。打开控制阀门9,观察电子水表5,当水量减少100ml左右时立即开动秒表,每30S观察一次电子水表5,记录一次渗水量,直到3min为止。为消除实验开始时的头30S至1min内表面润湿透水较快的不均匀影响,路面透水系数按1~3min内的2min时间内渗入路面水量计算:Step 3. Fill 600ml of water into the pressurized measuring cylinder 3, without connecting the pressurized pumping cylinder 1, turn on the ring-shaped water-vibrating motor 4 to make the water in the measuring cylinder move, simulating the movement of water in the pores of the road surface. Open the control valve 9, observe the electronic water meter 5, start the stopwatch immediately when the water volume decreases by about 100ml, observe the electronic water meter 5 every 30S, record the water seepage once, until 3min. In order to eliminate the uneven influence of faster wetting and water penetration on the inner surface from the first 30S to 1 minute at the beginning of the experiment, the pavement water permeability coefficient is calculated according to the amount of water infiltrated into the pavement within 2 minutes within 1 to 3 minutes:

Pb=(P3—P1)/2Pb=(P3—P1)/2

式中:Pb——情况三下路面渗水系数,即动水压力下路面渗水系数;In the formula: Pb——pavement water seepage coefficient in case 3, that is, pavement water seepage coefficient under dynamic water pressure;

P3——3min时路面渗水量;P3——the amount of water seepage on the road surface at 3 minutes;

P1——1min时路面渗水量。P1—the amount of water seepage on the road surface at 1 minute.

情况四:利用本装置也可以用于测量静水压力下渗水系数,按如下步骤进行:Situation 4: This device can also be used to measure the water seepage coefficient under hydrostatic pressure, as follows:

步骤1、在路面的测试区域上,将选好的测定位置清扫干净、再用细钢丝刷把路面表面矿料颗粒间的尘土刷出并扫干净。然后将本发明装置放在测试区域上,围绕圆台型空腔底座12画圆圈后将装置移开,沿刚才画的圈涂一层密封材料,再将装置底座用力压在圆圈上;Step 1. On the test area of the road surface, clean the selected measuring position, and then use a fine steel wire brush to brush out and clean the dust between the mineral particles on the road surface surface. Then put the device of the present invention on the test area, remove the device after drawing a circle around the frustum-shaped cavity base 12, apply a layer of sealing material along the circle just drawn, and press the device base firmly on the circle;

步骤2、调整调节旋钮10使得水平气泡仪11中气泡居中,然后在空腔底座12上放置配重块8,根据路面坡度再次调整调平调节旋钮10,使得水平气泡仪11中气泡居中;Step 2. Adjust the adjustment knob 10 so that the bubbles in the horizontal bubble meter 11 are centered, then place the counterweight 8 on the cavity base 12, and adjust the leveling adjustment knob 10 again according to the slope of the road surface, so that the bubbles in the horizontal bubble meter 11 are centered;

步骤3、既不连接加压抽气筒1,也不打开环形震水电动机4。往加压量筒3内注水600ml,打开阀门9,加压量筒3内水下渗,待加压量筒3内水面下降至100ml刻度时,立即开动秒表计时每隔60s记录刻度一次,至加压量筒3内水面下降至500ml时为止。路面渗水系数按下式计算:Step 3, neither connect the pressurized pumping cylinder 1, nor open the ring-shaped water-vibrating motor 4. Inject 600ml of water into the pressurized measuring cylinder 3, open the valve 9, the water in the pressurized measuring cylinder 3 seeps downwards, and when the water level in the pressurized measuring cylinder 3 drops to the 100ml scale, immediately start the stopwatch to record the scale once every 60s until the pressurized measuring cylinder 3 until the water level drops to 500ml. Pavement water seepage coefficient is calculated according to the following formula:

Cb=(V2—V1)/(T2—T1)*60Cb=(V2—V1)/(T2—T1)*60

式中:Cb——情况四下路面渗水系数,即静水压力下路面渗水系数;In the formula: Cb——pavement water seepage coefficient under situation four, that is, pavement water seepage coefficient under hydrostatic pressure;

V1——第一次计时时水量(ml);V1——water volume (ml) at the first timing;

V2——第二次计时时水量(ml);V2——water volume (ml) at the second timing;

T1——第一次计时时间;T1 - the first timing time;

T2——第二次计时时间。T2 - the second timing time.

测量以上四种情况下路面渗水系数后进行综合比较,可全面得出该路面的渗水能力。After measuring the water seepage coefficient of the pavement in the above four cases and making a comprehensive comparison, the water seepage capacity of the pavement can be fully obtained.

以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that, for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, and these improvements and modifications can also be made. It should be regarded as the protection scope of the present invention.

Claims (5)

1.一种轮胎路面连通水流测试装置,其特征在于:包括加压抽气筒(1)、渗水仪和震水电动机(4);1. A tire-pavement connected water flow testing device, characterized in that: comprising a pressurized air pump (1), a water seepage meter and a water-vibrating motor (4); 所述渗水仪包括加压量筒(3)、渗水管道(13)、空腔底座(12),所述空腔底座(12)上安装有调节水平倾斜度的调节旋钮(10),所述空腔底座(12)中设有渗水空腔(15),所述空腔底座(12)上端设置有一个以上的立柱(7),所述立柱(7)支承有支撑板(6),所述加压量筒(3)竖直设置在支撑板(6)上,且所述加压量管(3)远离支撑板(6)的端口通过连接槽(2)连通加压抽气筒(1);所述渗水管道(13)处于支撑板(6)下方,且所述渗水管道(13)一端透过支撑板(6)连通加压量筒(3),所述渗水管道(13)另一端连通渗水空腔(15),所述渗水管道(13)上设有阀门(9);The water seepage instrument comprises a pressurized measuring cylinder (3), a water seepage pipe (13), a cavity base (12), and an adjustment knob (10) for adjusting the horizontal inclination is installed on the cavity base (12). The cavity base (12) is provided with a seepage cavity (15), and the upper end of the cavity base (12) is provided with more than one column (7), and the column (7) is supported by a support plate (6). The pressurized measuring cylinder (3) is vertically arranged on the support plate (6), and the port of the pressurized measuring tube (3) away from the support plate (6) communicates with the pressurized pumping cylinder (1) through the connecting groove (2); The seepage pipe (13) is located below the support plate (6), and one end of the seepage pipe (13) communicates with the pressurized measuring cylinder (3) through the support plate (6), and the other end of the seepage pipe (13) communicates with the seepage A cavity (15), the seepage pipe (13) is provided with a valve (9); 所述震水电动机(4)安装在加压量筒(3)上,所述加压量筒(3)与渗水管道(13)连通的端口安装有电子水表(5)。The water-vibrating motor (4) is installed on the pressurized measuring cylinder (3), and an electronic water meter (5) is installed at the port of the pressurized measuring cylinder (3) communicating with the seepage pipe (13). 2.如权利要求1所述的一种轮胎路面连通水流测试装置,其特征在于:所述空腔底座(12)为圆台型,且所述空腔底座(12)的底部设有底部密封圈(14)。2. A tire-road connected water flow test device according to claim 1, characterized in that: the cavity base (12) is a truncated cone, and the bottom of the cavity base (12) is provided with a bottom sealing ring (14). 3.如权利要求2所述的一种轮胎路面连通水流测试装置,其特征在于:所述空腔底座(12)上端安装有水平气泡仪(11)。3. A tire-pavement connected water flow testing device according to claim 2, characterized in that: a horizontal air bubble meter (11) is installed on the upper end of the cavity base (12). 4.如权利要求2所述的一种轮胎路面连通水流测试装置,其特征在于:所述空腔底座(12)上设置有配重块(8)。4. The device for testing tire-road connected water flow according to claim 2, characterized in that: the cavity base (12) is provided with a counterweight (8). 5.如权利要求2所述的一种轮胎路面连通水流测试装置,其特征在于:所述震水电动机(4)为环形震水电动机,所述环形震水电动机套设在加压量筒(3)外侧。5. A tire-road connected water flow testing device as claimed in claim 2, characterized in that: the water-vibrating motor (4) is an annular water-vibrating motor, and the annular water-vibrating motor is sleeved on the pressurized measuring cylinder (3 ) outside.
CN201710570113.9A 2017-07-13 2017-07-13 A kind of tire road surface connects current test device Pending CN107290263A (en)

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CN112834625A (en) * 2021-01-05 2021-05-25 长安大学 A lightweight and high-density pavement performance detection method
CN114544464A (en) * 2022-04-26 2022-05-27 四川蜀工公路工程试验检测有限公司 Pavement water seepage instrument for road construction monitoring and detection method

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CN108152187A (en) * 2017-12-12 2018-06-12 宁波市华欣建材测试有限公司 A kind of bituminous paving infiltration coefficient measurement device and measuring method
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