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CN206540802U - A kind of device for being used to measure aggregate volume, unit weight and porosity - Google Patents

A kind of device for being used to measure aggregate volume, unit weight and porosity Download PDF

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Publication number
CN206540802U
CN206540802U CN201720180116.7U CN201720180116U CN206540802U CN 206540802 U CN206540802 U CN 206540802U CN 201720180116 U CN201720180116 U CN 201720180116U CN 206540802 U CN206540802 U CN 206540802U
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China
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porosity
aggregates
volume
chassis
bulk density
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Expired - Fee Related
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CN201720180116.7U
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Chinese (zh)
Inventor
佘立
吴新亮
胡节
张德谦
蔡崇法
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Huazhong Agricultural University
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Huazhong Agricultural University
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Abstract

本实用新型涉及土壤团聚体的体积测定领域,提供一种用于测量团聚体体积、容重和孔隙度的装置,包括电子天秤、支座和用于固定被测团聚体的人造纤维丝;所述支座包括底盘和L型支杆,L型支杆一端固定在底盘上,L型支杆另一端连接人造纤维丝。所述底盘利用自身重量将整个支座立于电子天秤上。本实用新型结构简单,操作方便,能快速准确的测量团聚体的体积、容重和孔隙度,满足土壤团聚体(直径10~2mm)的测定要求。

The utility model relates to the field of volume measurement of soil aggregates, and provides a device for measuring the volume, bulk density and porosity of aggregates, including an electronic balance, a support and artificial fiber filaments for fixing the aggregates to be measured; The support includes a chassis and an L-shaped strut, one end of the L-shaped strut is fixed on the chassis, and the other end of the L-shaped strut is connected with rayon. The chassis utilizes its own weight to stand the whole support on the electronic balance. The utility model has the advantages of simple structure and convenient operation, can quickly and accurately measure the volume, bulk density and porosity of aggregates, and meets the measurement requirements of soil aggregates (10-2 mm in diameter).

Description

一种用于测量团聚体体积、容重和孔隙度的装置A device for measuring aggregate volume, bulk density and porosity

技术领域technical field

本实用新型涉及土壤团聚体的体积测定领域,尤其是涉及一种用于测量团聚体体积、容重和孔隙度的装置。The utility model relates to the field of volume measurement of soil aggregates, in particular to a device for measuring the volume, bulk density and porosity of aggregates.

背景技术Background technique

现今通常使用蜡封法对各种土壤的团聚体的容重和孔隙度进行测定。该方法是通过利用加热石蜡,再将土壤的团聚体置于融化后的液体石蜡中,实现对团聚体的防水处理,再利用排水法测定团聚体的体积。但该方法具有一定的局限性,一是石蜡的温度难以控制,须将石蜡控制在120℃左右,温度过高易着火,温度低则无法融化;二是石蜡对团聚体的包裹处理不完全,会对实验造成较大的误差,且实验过程比较繁琐。Nowadays, the wax sealing method is usually used to measure the bulk density and porosity of various soil aggregates. The method is to heat the paraffin, then place the soil aggregates in the melted liquid paraffin to realize the waterproof treatment of the aggregates, and then use the drainage method to measure the volume of the aggregates. However, this method has certain limitations. First, it is difficult to control the temperature of the paraffin wax. The paraffin wax must be controlled at about 120 ° C. If the temperature is too high, it will easily catch fire, and if the temperature is low, it will not melt; It will cause a large error in the experiment, and the experiment process is more cumbersome.

发明内容Contents of the invention

本实用新型的目的就是为了解决现有技术的不足,提供一种用于测量团聚体体积、容重和孔隙度的装置,其结构简单,操作方便,相较于传统方法能够同时且更准确的测量团聚体的体积、容重和孔隙度。The purpose of this utility model is to solve the deficiencies of the prior art and provide a device for measuring aggregate volume, bulk density and porosity, which has a simple structure and is easy to operate. Compared with traditional methods, it can simultaneously and more accurately measure Aggregate volume, bulk density and porosity.

为了实现上述目的,本实用新型采用以下技术措施:In order to achieve the above object, the utility model adopts the following technical measures:

一种用于测量团聚体体积、容重和孔隙度的装置,包括电子天秤、支座和用于固定被测团聚体的人造纤维丝;所述支座包括底盘和L型支杆,L型支杆一端固定在底盘上,L型支杆另一端连接人造纤维丝。所述底盘利用自身重量将整个支座立于电子天秤上。A device for measuring aggregate volume, bulk density and porosity, comprising an electronic balance, a support and artificial fiber filaments for fixing the measured aggregate; the support includes a chassis and an L-shaped pole, and the L-shaped pole One end of the rod is fixed on the chassis, and the other end of the L-shaped strut is connected with rayon. The chassis utilizes its own weight to stand the whole support on the electronic balance.

在上述技术方案中,所述支座通过托盘放置于电子天秤上。In the above technical solution, the support is placed on the electronic balance through the tray.

在上述技术方案中,所述电子天秤为万分之一电子天秤。In the above technical solution, the electronic balance is a ten-thousandth electronic balance.

本实用新型用于测量团聚体体积、容重和孔隙度的装置,其结构简单,操作方便,能快速准确的测量团聚体的体积、容重和孔隙度,满足土壤团聚体(直径10~2mm)的测定要求。The utility model is a device for measuring the volume, bulk density and porosity of aggregates, which has simple structure and convenient operation, can quickly and accurately measure the volume, bulk density and porosity of aggregates, and meets the requirements of soil aggregates (diameter 10~2mm). Measurement requirements.

附图说明Description of drawings

图1为本实用新型装置的结构示意图。Fig. 1 is the structural representation of the utility model device.

图2为本实用新型装置的使用示意图。Figure 2 is a schematic view of the use of the device of the present invention.

其中: 1、万分之一电子天秤;2、托盘;3、底盘;4、L型支杆;5、人造纤维丝;6、干燥后的醇酸清漆;7、试样;8、烧杯。Among them: 1. One ten-thousandth electronic scale; 2. Tray; 3. Chassis; 4. L-shaped pole; 5. Rayon; 6. Alkyd varnish after drying; 7. Sample;

具体实施方式detailed description

下面通过实施例,并结合附图,对本实用新型的技术方案作进一步具体的说明。The technical solutions of the present utility model will be further specifically described below through the embodiments and in conjunction with the accompanying drawings.

如图1所示,本实施例提供一种用于测量团聚体体积、容重和孔隙度的装置,包括万分之一电子天秤1、托盘2、支座和用于固定被测团聚体的人造纤维丝5;所述支座包括底盘3和L型支杆4,L型支杆4一端固定在底盘3上,L型支杆4另一端连接人造纤维丝5。所述支座通过托盘5放置于万分之一电子天秤1上。As shown in Figure 1, the present embodiment provides a device for measuring aggregate volume, bulk density and porosity, including an electronic scale 1 in 10,000, a tray 2, a support and an artificial support for fixing the aggregate to be measured. Fiber filament 5 ; the support includes a chassis 3 and an L-shaped strut 4 , one end of the L-shaped strut 4 is fixed on the chassis 3 , and the other end of the L-shaped strut 4 is connected to the rayon 5 . The support is placed on the 1/10,000 electronic balance 1 through the tray 5 .

如图2所示,本装置使用时,需要将经醇酸清漆6包裹处理后的团聚体试样(下文简称试样7)捆绑固定在人造纤维丝5上,另外还需用到一个盛水的100ml烧杯8。As shown in Figure 2, when the device is used, the aggregate sample (hereinafter referred to as sample 7) wrapped with alkyd varnish 6 needs to be bound and fixed on the rayon 5, and a water tank is also required. 8 of 100ml beakers.

本装置的具体测量过程如下:The specific measurement process of this device is as follows:

当需要对试样7进行测定时,首先使用电子天秤对其称量,记为m1。再将试样7用人造纤维丝5捆绑,将试样7浸入醇酸清漆中,使其表面均匀的涂满清漆,常温下置放在空气中24小时,待试样7表面的醇酸清漆完全干燥后对裹有醇酸清漆的试样7进行称重,记为m2。由于人造纤维丝的重量极小,此处可以忽略不计。When it is necessary to measure the sample 7, first use an electronic balance to weigh it, and record it as m 1 . Then sample 7 is bundled with rayon 5, immersed in the alkyd varnish, so that the surface is evenly covered with varnish, placed in the air at room temperature for 24 hours, until the alkyd varnish on the surface of sample 7 After complete drying, weigh the sample 7 coated with alkyd varnish and record it as m 2 . Due to the extremely low weight of rayon filaments, it can be neglected here.

将支座放置于万分之一电子天秤1上,再将捆绑着试样7的人造纤维丝5系在支杆4上,然后将万分之一电子天秤1置零。将试样7浸入盛有水的100ml烧杯8中,待电子天秤读数稳定后记下读数并取其绝对值,记为m3。测量烧杯中所用水的温度,查询水在该温度下的密度ρw。最后通过计算测得试样7的体积、容重和孔隙度。计算公式如下:Place the support on the 1/10,000th electronic balance 1, then tie the rayon 5 bound with the sample 7 on the pole 4, and then set the 1/10,000th electronic balance 1 to zero. Immerse the sample 7 into a 100ml beaker 8 filled with water, record the reading after the electronic balance is stable and take its absolute value, and record it as m 3 . Measure the temperature of the water used in the beaker and find the density ρ w of the water at that temperature. Finally, the volume, bulk density and porosity of sample 7 were measured by calculation. Calculated as follows:

(1) (1)

(2) (2)

(3) (3)

公式中,V为团聚体的体积,cm3;ρ为团聚体的容重,g/cm3;m1为团聚体单颗质量,g;ρw为水的密度,g/cm3;ρz为醇酸清漆的密度,g/cm3,ρz取ρw的1.15倍;m2为处理后的团聚体单颗质量,g;m3是浮力在电子天秤上的显示读数;ω为团聚体的风干含水率;是团聚体的孔隙度,%;ρs为为土粒密度, 一般取常数2.65 g /cm3In the formula, V is the volume of the aggregate, cm 3 ; ρ is the bulk density of the aggregate, g/cm 3 ; m 1 is the mass of a single particle of the aggregate, g; ρ w is the density of water, g/cm 3 ; ρ z is the density of alkyd varnish, g/cm 3 , ρ z is 1.15 times of ρ w ; m 2 is the mass of agglomerate after treatment, g; m 3 is the display reading of buoyancy on the electronic balance; ω is agglomeration The air-dried moisture content of the body; is the porosity of aggregates, %; ρ s is the density of soil particles, generally taken as a constant of 2.65 g/cm 3 .

Claims (3)

1. a kind of device for being used to measure aggregate volume, unit weight and porosity, it is characterised in that:Including electronics Libra, bearing With the artificial cellosilk for fixed tested aggregate;The bearing includes chassis and L-type pole, and L-type pole one end is fixed on On chassis, L-type pole other end connection artificial cellosilk.
2. the device according to claim 1 for being used to measure aggregate volume, unit weight and porosity, it is characterised in that:Institute Bearing is stated to be positioned on electronics Libra by pallet.
3. the device according to claim 1 or 2 for being used to measure aggregate volume, unit weight and porosity, it is characterised in that: The electronics Libra is a ten thousandth electronics Libra.
CN201720180116.7U 2017-02-28 2017-02-28 A kind of device for being used to measure aggregate volume, unit weight and porosity Expired - Fee Related CN206540802U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107727552A (en) * 2017-10-27 2018-02-23 中国科学院寒区旱区环境与工程研究所 A kind of permafrost region crushed rock base course porosity in-situ test system and its control evaluation method
CN113029904A (en) * 2021-03-09 2021-06-25 中国地质大学(武汉) Soil porosity testing method based on thermodynamic equilibrium

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107727552A (en) * 2017-10-27 2018-02-23 中国科学院寒区旱区环境与工程研究所 A kind of permafrost region crushed rock base course porosity in-situ test system and its control evaluation method
CN107727552B (en) * 2017-10-27 2019-11-22 中国科学院寒区旱区环境与工程研究所 An in-situ testing system for the porosity of gravel base in permafrost regions and its control and evaluation method
CN113029904A (en) * 2021-03-09 2021-06-25 中国地质大学(武汉) Soil porosity testing method based on thermodynamic equilibrium

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