CN202486126U - Water absorbing mass control device for soil body - Google Patents
Water absorbing mass control device for soil body Download PDFInfo
- Publication number
- CN202486126U CN202486126U CN201220023811XU CN201220023811U CN202486126U CN 202486126 U CN202486126 U CN 202486126U CN 201220023811X U CN201220023811X U CN 201220023811XU CN 201220023811 U CN201220023811 U CN 201220023811U CN 202486126 U CN202486126 U CN 202486126U
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- soil body
- hanging basket
- sample
- control apparatus
- quality control
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Abstract
The utility model discloses a water absorbing mass control device for a soil body. The water absorbing mass control device comprises a test stand, a hanging basket, an electronic weighing device and a water tank, wherein the top end of the hanging basket is hung on the test stand through the electronic weighing device, and the water tank is arranged below the hanging basket; and geotextile, water-permeable stones and a perforated plastic mold are further arranged inside the hanging basket, wherein the geotextile is used for wrapping a sample, the water-permeable stones are placed on the upper and lower surfaces of the sample, and the perforated plastic mold is used for containing the wrapped sample. During the process of testing, the water absorbing mass of the sample can be controlled through the electronic weighing device. The water absorbing mass control device for the soil body has the advantages of compact structure, small volume, simplicity and convenience in operation, high working efficiency and the like, and can widely serve as a soil body water-absorbing amount control device in a performance simulation test of subgrade soil.
Description
Technical field
The utility model relates to a kind of soil body suction quality control apparatus, relates in particular in the subgrade soils suction simulation test test unit of control soil body water absorbing capacity, mensuration soil moisture content.
Background technology
Roadbed is the indispensable ingredient of highway structure, and water is one of major influence factors of subgrade soils intensity and stability.For guaranteeing that the roadbed one-piece construction has the unobstructed and safety of enough stability, guarantee road transport, research subgrade soils suction-dehydration process is very important to the road structure Effect on Performance.
Under target water percentage condition, the soil body being made an experiment is a kind of feasible method.In process of the test; In order to simulate of the influence of other moisture of capillary water and occurring in nature to subgrade soils; Need sample be absorbed water or soaks, and make its water percentage increase to the target water percentage, can set in test soil body suction quality according to actual needs by the initial aqueous rate; Take out sample, wipe away dried surface and carry out follow-up test work.
Shortcoming such as at present, the similar test apparatus of domestic production exists that applicability is relatively poor, the test figure of inefficiency, test is inaccurate.
The utility model content
The purpose of the utility model is: provide that a kind of automaticity is high, test findings is accurate, volume is little, simple to operate, control apparatus is not had burn into can simulate subgrade soils and receive capillary water and other moisture intrusion effect situation, the test unit of control soil body suction quality.
The technical scheme that this practical new its technical matters of solution is adopted is following:
A kind of soil body suction quality control apparatus comprises test stand, hanging basket, electronic weighting equipment and tank, and the top of said hanging basket hangs on the said test stand through electronic weighting equipment, and said tank is located at said hanging basket below; The permeable stone of the upper and lower surfaces that said hanging basket inside also is placed with the geotextile that is used to wrap up sample, be positioned over sample and the perforated plastic mould that is used to place parcel back sample.
As to the improving and replenishing of technique scheme, the utility model is further taked the following technical measures or the combination in any of these technical measures:
Preferable, said perforated plastic mould is cylindrical, and its sidewall is provided with perforation.
Preferable, said perforated plastic mould is made up of two semicircle cylindrical shells.
Preferable, the top of the permeable stone of the said upper surface that is positioned over sample also is provided with and adds loading.
Preferable, the detachable connection between said electronic weighting equipment and hanging basket.
Preferable, the bottom of said electronic weighting equipment is embroidered with annulus, and said hanging basket is provided with and is used to hang the hook on said annulus.
Preferable, said apparatus also comprises testing table, said test stand is fixed on the said testing table.
Preferable, said tank is positioned on the said testing table.
The beneficial effect of the utility model is: use permeable stone and geotextile that sample is simply disposed and wrapped up; Be placed on behind the parcel in the perforated plastic cylinder mold; Can guarantee that moisture goes into to be seeped in the sample comparatively uniformly in sample suction or immersion process and go, and prevent that soil particle runs off; Sample is placed in the hanging basket, can accurately control the suction quality through the electronic weighting equipment that is suspended on the test stand; Advantage such as the utlity model has that compact conformation, volume are little, simple to operation, high efficiency, test findings are stable.
Description of drawings
Fig. 1 is this practical new structural representation.
Among the figure: the 1-electronic weighting equipment, the 2-hanging basket, 31-adds loading, 32-permeable stone, 33-perforated plastic mould, 34-geotextile, 4-test stand, 5-testing table, 6-tank.
Embodiment
Further set forth the utility model below in conjunction with specific embodiment, should be understood that these embodiment only be used to the utility model is described and be not used in the restriction the utility model protection domain.
As shown in Figure 1; A kind of soil body suction quality control apparatus that the utility model provided; Be made up of test stand 4, hanging basket 2, electronic weighting equipment 1 and tank 6 etc., the top of hanging basket 2 hangs on the test stand 4 through electronic weighting equipment 1, and tank 6 is located at hanging basket 2 belows; The permeable stone 32 of the upper and lower surfaces that hanging basket 2 inside also are placed with the geotextile 34 that is used to wrap up sample, be positioned over sample and the perforated plastic mould 33 that is used to place parcel back sample.Making test stand 4, hanging basket 2 material therefors can be stainless steel, PVC or engineering plastics.Perforated plastic mould 33 is cylindrical, be preferably by two semicircle cylindrical shells merging to form, and its sidewall is provided with perforation; Can be prepared from PVC or engineering plastics.
As the preferred version of the utility model, the top of permeable stone 32 that is positioned over the upper surface of sample also is provided with and adds loading 31.
As the preferred version of the utility model, 2 detachable connections of electronic weighting equipment 1 and hanging basket.The bottom of electronic weighting equipment 1 is embroidered with annulus, and hanging basket 2 is provided with and is used to hang the hook on said annulus.
As the preferred version of the utility model, said apparatus also comprises and adopts stainless steel or stone material to process testing table 5, and test stand 4 is fixed on the testing table 5, and tank 6 is positioned on the testing table 5.
In process of the test, simply wrap up with permeable stone 32 and 34 pairs of samples of geotextile, be placed on behind the parcel in the perforated plastic mould 33, and fixing; Adding loading 31 is placed on the permeable stone of top; Perforated plastic mould 33 is placed in the hanging basket 2, avoids contacting with tank 6; But can inject the maximum amount of being filled with water in the tank 6 is standard with the submergence sample, guarantees that the sample Wetted Surface is even; Through electronic weighting equipment 1 monitoring sample suction quality.
In the utility model embodiment, be example with the submerging test, at first the moulding sample is installed permeable stone 32 up and down during operation, with being positioned in the perforated plastic mould 33 behind the geotextile 8 parcel samples, on the permeable stone at top, place and add loading 31; Perforated plastic mould 33 is positioned in the hanging basket 3; Water filling in tank 4; Hanging basket is installed in electronic weighting equipment 1 below; When immersing hanging basket in the tank 4 electronic weighting equipment 1 reading is returned to zero; When reading reaches the target reading, hanging basket is proposed tank, take out sample.
Claims (8)
1. a soil body suction quality control apparatus is characterized in that comprise test stand, hanging basket, electronic weighting equipment and tank, the top of said hanging basket hangs on the said test stand through electronic weighting equipment, and said tank is located at said hanging basket below; The permeable stone of the upper and lower surfaces that said hanging basket inside also is placed with the geotextile that is used to wrap up sample, be positioned over sample and the perforated plastic mould that is used to place parcel back sample.
2. soil body suction quality control apparatus as claimed in claim 1 is characterized in that said perforated plastic mould is cylindrical, and its sidewall is provided with perforation.
3. soil body suction quality control apparatus as claimed in claim 2 is characterized in that said perforated plastic mould is made up of two semicircle cylindrical shells.
4. the soil body as claimed in claim 1 suction quality control apparatus is characterized in that, the top of the permeable stone of the said upper surface that is positioned over sample also is provided with and adds loading.
5. the soil body as claimed in claim 1 suction quality control apparatus is characterized in that, the detachable connection between said electronic weighting equipment and hanging basket.
6. soil body suction quality control apparatus as claimed in claim 5 is characterized in that the bottom of said electronic weighting equipment is embroidered with annulus, and said hanging basket is provided with and is used to hang the hook on said annulus.
7. like the arbitrary described soil body suction quality control apparatus of claim 1-6, it is characterized in that also comprise testing table, said test stand is fixed on the said testing table.
8. soil body suction quality control apparatus as claimed in claim 7 is characterized in that said tank is positioned on the said testing table.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220023811XU CN202486126U (en) | 2012-01-18 | 2012-01-18 | Water absorbing mass control device for soil body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220023811XU CN202486126U (en) | 2012-01-18 | 2012-01-18 | Water absorbing mass control device for soil body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202486126U true CN202486126U (en) | 2012-10-10 |
Family
ID=46960540
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220023811XU Expired - Lifetime CN202486126U (en) | 2012-01-18 | 2012-01-18 | Water absorbing mass control device for soil body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202486126U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105784927A (en) * | 2014-12-26 | 2016-07-20 | 核工业北京地质研究院 | Liquid/gas measuring and collecting method for buffer material test bed |
| CN106840943A (en) * | 2016-08-28 | 2017-06-13 | 郑州赛斯工业技术转化研究院有限公司 | A kind of device and test method for detecting construction refuse regenerated aggregate water absorption character |
| CN108535132A (en) * | 2018-05-09 | 2018-09-14 | 中国矿业大学 | The weak cementing rock mass water absorption test device of one kind and test method |
-
2012
- 2012-01-18 CN CN201220023811XU patent/CN202486126U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105784927A (en) * | 2014-12-26 | 2016-07-20 | 核工业北京地质研究院 | Liquid/gas measuring and collecting method for buffer material test bed |
| CN106840943A (en) * | 2016-08-28 | 2017-06-13 | 郑州赛斯工业技术转化研究院有限公司 | A kind of device and test method for detecting construction refuse regenerated aggregate water absorption character |
| CN106840943B (en) * | 2016-08-28 | 2019-05-24 | 华北水利水电大学 | A kind of device and test method detecting construction refuse regenerated aggregate water absorption character |
| CN108535132A (en) * | 2018-05-09 | 2018-09-14 | 中国矿业大学 | The weak cementing rock mass water absorption test device of one kind and test method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121010 |
|
| CX01 | Expiry of patent term |