CN200941086Y - Deformed modulus E tester - Google Patents
Deformed modulus E tester Download PDFInfo
- Publication number
- CN200941086Y CN200941086Y CN 200620119246 CN200620119246U CN200941086Y CN 200941086 Y CN200941086 Y CN 200941086Y CN 200620119246 CN200620119246 CN 200620119246 CN 200620119246 U CN200620119246 U CN 200620119246U CN 200941086 Y CN200941086 Y CN 200941086Y
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- China
- Prior art keywords
- tester
- measuring
- gage beam
- force
- loading plate
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- Expired - Lifetime
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- 238000011068 loading method Methods 0.000 claims abstract description 39
- 238000005259 measurement Methods 0.000 claims description 18
- 238000004062 sedimentation Methods 0.000 claims description 11
- 238000006073 displacement reaction Methods 0.000 claims description 8
- 239000004615 ingredient Substances 0.000 claims description 3
- 238000012360 testing method Methods 0.000 abstract description 9
- 239000000945 filler Substances 0.000 abstract description 6
- 239000004927 clay Substances 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000005056 compaction Methods 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004973 liquid crystal related substance Substances 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Images
Landscapes
- Force Measurement Appropriate To Specific Purposes (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model, the deformation modulus E <v2> measuring instrument, belongs to the testing equipment field, which comprises the four parts of a loading device, a load carrying device, an electronic determination device and a settlement measuring device. The force-applying loading device includes a jack, to which the load carrying device, including a load carrying plate, connects in order to receive the acting force. The force sensor under the jack is connected to the electronic determination device, while the load carrying plate is connected to the measuring bridge and measuring indicator of the settlement measuring device. The utility model adopts the secondary loading method, which can be thought to have eliminated the plastic deformation of the clay filler in subgrade engineering and can really reflect the real strength of the subgrade filling. Making use of the level principle, the utility model figures out the settlement volume of the load carrying plate center through reading the measuring indicator on the measuring bridge support that is equipped on the back part of the level-type measuring arm, which makes the measuring indicator be far away from the counter-force device and can greatly reduce the labor strength of the test personnel. The electronic measuring device being adopted has such advantages as of small volume, quick dynamic response, high measuring accuracy and simple operation and so on.
Description
Technical field
The utility model belongs to the checkout equipment field, particularly a kind ofly detects equipment-deformation modulus E that the subgrade construction quality is used
V2Tester.
Background technology
In " the railway bed design specifications " and " railway bed job specifications " that China is existing, it is foundation coefficient K that the intensity index of roadbed compaction quality is detected what adopt
30Value, it is to pass through K
30Tester comes reading numerical values.Though foundation coefficient K
30Value also is the parameter of reflection subgrade soils intensity and deformation relationship, but K
30Load one subsidence curve of test once loads and draws, its sedimentation (distortion) has comprised the elastic deformation and the plastic yield of filler, these can only illustrate the deformation relationship that roadbed takes place, the actual strength that can not reflect roadbed filling really, therefore, it is comprehensive inadequately and perfect only adopting the detection of foundation coefficient in the prior art.
K
30Tester is to measure the loading plate center sedimentation by three displacement dial gauges that are installed on the datum line beam, installs very inconvenient.K
30Three displacement dial gauges of tester are mounted in the below of counterforce device (street roller or loading automobile), and the time of test long (every survey a bit needs 45 minutes approximately), so testing crew is all difficult especially when reading every point data, personnel labor intensity is bigger.K in addition
30What tester measurement load read is the oil pressure gauge reading, has the error of oil hydraulic system, and not only reading is not directly perceived, and the load measurement error is also bigger, and therefore the data that obtained also are inaccurate.In the case, just proposed to research and develop a kind of needs of new technical scheme, the intensity index of roadbed compaction quality is carried out comprehensive and accurate detection, this also is the aim that the applicant researches and develops this project.
Summary of the invention
The purpose of this utility model is the defective at above-mentioned prior art, and the plastic yield that can eliminate the subgrade soils filler, the actual strength that can reflect roadbed filling are provided, simple installation, little, the visual and accurate deformation modulus E of reading of measuring error
V2Tester.
The technical scheme taked of the utility model is to achieve these goals:
Described deformation modulus E
V2Tester comprises charger, bogey, electronics analyzer and four ingredients of settlement measuring device; Include lifting jack in the charger of the application of force, it is coupled that what accept acting force is bogey, this device includes loading plate, and the force transducer below the lifting jack is connected to the electronics analyzer, and described loading plate is connected to the survey bridge of settlement measuring device and measures indicating gauge.
Described loading, bogey, wherein charger mainly comprises hydraulic hand-pump and coupled lifting jack; Bogey mainly comprises force-bearing piece and the loading plate below the lifting jack, and the force-bearing piece below is provided with places the hole of surveying bridge rod member and contact.
Described electronics analyzer comprises panel, side plate, and panel is provided with LCDs, switch key, selection key and confirms button, and side plate is provided with IO interface, printer interface and charging socket.
The survey bridge of described settlement measuring device is the lever gage beam, the front end of lever gage beam is provided with L shaped survey bridge rod member, its end of being connected to described loading plate center and is provided with the contact of measuring the loading plate sedimentation, the stage casing of lever gage beam is provided with crossbeam and supporting seat, and the survey crane span structure of lever gage beam rear end is provided with the measurement indicating gauge.
The survey bridge of described settlement measuring device is vertical drawing and pulling type gage beam, the front end of vertical drawing and pulling type gage beam is provided with L shaped rod member, its end of being connected to described loading plate center and is provided with the contact of measuring the loading plate sedimentation, vertical drawing and pulling type gage beam near the contact is provided with the vertical slideway that is connected with L shaped rod member, and the measurement indicating gauge is housed on the L shaped rod member.
Described measurement indicating gauge is the displacement dial gauge.
Described measurement indicating gauge also can be a displacement transducer.
The beneficial effects of the utility model can be summarized four aspects:
1. deformation modulus E
V2Tester adopt to load, bogey imposes on load subgrade soils step by step, and unloading, and secondary loads again, can think that the sedimentation that records eliminated the plastic yield of filler, and the test result discreteness is little, more can reflect the actual strength of roadbed filling.
2. compare K
30Three point measurements of planar loading instrument, deformation modulus E
V2Tester adopts the center spot measurement, the measurement dial gauge reading that utilizes lever principle to survey on the crane span structure by the rear end that is installed in the lever gage beam calculates the settling amount at loading plate center, make like this and measure indicating gauge, greatly reduce the labour intensity of testing crew away from counterforce device.
3. having designed a vertical slideway at gage beam one end makes the settling amount at loading plate center equate with measurement dial gauge reading on being installed in L shaped rod member.Thereby draw loading plate center sedimentation amount by the reading of measuring indicating gauge.
4. deformation modulus E
V2Electronics analyzer in the tester adopts signal processing circuit, data processing equipment, power sense circuit, liquid crystal (LCD) display etc. to receive, handle resistance strain gauge force transducer and measures the indicating gauge signal, and shows test results.This measurement device has advantages such as volume is little, dynamic response is fast, measuring accuracy is high, easy to use.
Description of drawings
The utility model is described in further detail below in conjunction with the drawings and specific embodiments, but not as to qualification of the present utility model.
Fig. 1 is the utility model deformation modulus E
V2The tester overall schematic;
Fig. 2 is loading, a bogey synoptic diagram in the described tester;
Fig. 3 is described electronics analyzer profile synoptic diagram;
Fig. 4 looks synoptic diagram for described lever gage beam master;
Fig. 5 is described lever gage beam schematic top plan view;
Fig. 6 looks synoptic diagram for described vertical drawing and pulling type gage beam master;
Fig. 7 is described vertical drawing and pulling type gage beam schematic top plan view;
Among the figure: 10 chargers, 11 counterforce devices, 12 lifting jack, 13 force transducers, 14 force-bearing pieces, 15 loading plates, 16 holes, 17 bogeys, 18 hydraulic hand-pumps, 20 electronics analyzers, 21 LCDs, 22 panels, 23 switch keys, 24 selection keys, 25 confirm button, 26 IO interface, 27 charging sockets, 28 printer interfaces, 29 side plates, 30 settlement measuring devices, 31 survey bridge, 32 measure indicating gauge, 33 lever gage beams, 34 crossbeams, 35 supporting seats, 36 L shaped survey bridge rod members, 37 contacts, 38 survey crane span structure, 39 vertical drawing and pulling type gage beams, 40 vertical slideways.
Embodiment
Deformation modulus E
V2Tester comprises charger 10, bogey 17, electronics analyzer 20 and 30 4 ingredients of settlement measuring device; Include in the charger 10 of the application of force lifting jack 12 coupled what accept acting force is bogey 17, this device includes loading plate 15, force transducer 13 below the lifting jack 12 is connected to electronics analyzer 20, and described loading plate 15 is connected to the survey bridge 31 of settlement measuring device 30 and measures indicating gauge 32.
Described loading, bogey, wherein charger 10 mainly comprises hydraulic hand-pump 18 and coupled lifting jack 12, what application of force effect was played in lifting jack 12 tops is counterforce device 11; Bogey 17 mainly comprises force-bearing piece 14 and the loading plate 15 below the lifting jack 12, and force-bearing piece 14 belows are provided with places the hole 16 of surveying bridge rod member 36 and contact 37.
Described electronics analyzer 20 comprises panel 22, side plate 29, and panel 22 is provided with LCDs 21, switch key 23, selection key 24 and confirms button 25, and side plate 29 is provided with IO interface 26, printer interface 28 and charging socket 27.Described electronics analyzer 20 has adopted resistance strain gauge force transducer, and this sensor is converted to resistance variations by the variation tested capacity value, thereby exports different voltage or current signal.
Described settlement measuring device 30 adopts spot measurement method in center to measure the settling amount of loading plate 15 belows, and the survey bridge 31 of settlement measuring device is divided into lever gage beam 33 and 39 two kinds of forms of vertical drawing and pulling type gage beam.
The survey bridge 31 of described settlement measuring device is a lever gage beam 33, the front end of lever gage beam 33 is provided with L shaped survey bridge rod member 36, its end of being connected to described loading plate 15 centers and is provided with the contact 37 of measuring the loading plate sedimentation, the stage casing of lever gage beam 33 is provided with crossbeam 34 and supporting seat 35, and the survey crane span structure 38 of lever gage beam 33 rear ends is provided with measures indicating gauge 32.
The survey bridge 31 of described settlement measuring device is vertical drawing and pulling type gage beam 39, the front end of vertical drawing and pulling type gage beam 39 is provided with L shaped survey bridge rod member 36, its end of being connected to described loading plate 15 centers and is provided with the contact 37 of measuring loading plate 15 sedimentations, vertical drawing and pulling type gage beam 39 near the contact is provided with the vertical slideway 40 that is connected with L shaped survey bridge rod member 36, is equipped with on the L shaped survey bridge rod member 36 to measure indicating gauge 32.
Described measurement indicating gauge 32 is the displacement dial gauge.Described measurement indicating gauge 32 also can be a displacement transducer.
Deformation modulus E
V2Tester calculates deformation modulus E by the stress of measurement loading plate and the settling amount at loading plate center
V2Index.Deformation modulus E
V2Tester adopt to load, bogey imposes on load subgrade soils step by step, and unloading, and secondary loads again, can think that the sedimentation that records eliminated the plastic yield of filler, and the test result discreteness is little, more can reflect the actual strength of roadbed filling.Deformation modulus E
V2Tester is applicable to that measuring particle diameter is not more than all kinds of soil of loading plate diameter 1/4 and the deformation modulus E of native stone mixed fillers
V2Value.
Above-described embodiment, the utility model embodiment a kind of more preferably just, the common variation that those skilled in the art carries out in the technical solutions of the utility model scope and replacing all should be included in the protection domain of the present utility model.
Claims (7)
1. deformation modulus E
V2Tester is characterized in that: described deformation modulus E
V2Tester comprises charger, bogey, electronics analyzer and four ingredients of settlement measuring device; Include lifting jack in the charger of the application of force, it is coupled that what accept acting force is bogey, this device includes loading plate, and the force transducer below the lifting jack is connected to the electronics analyzer, and described loading plate is connected to the survey bridge of settlement measuring device and measures indicating gauge.
2. by the described deformation modulus E of claim 1
V2Tester is characterized in that: described loading, bogey, and wherein charger mainly comprises hydraulic hand-pump and coupled lifting jack; Bogey mainly comprises force-bearing piece and the loading plate below the lifting jack, and the force-bearing piece below is provided with places the hole of surveying bridge rod member and contact.
3. by the described deformation modulus E of claim 1
V2Tester is characterized in that: described electronics analyzer comprises panel, side plate, and panel is provided with LCDs, switch key, selection key and confirms button, and side plate is provided with IO interface, printer interface and charging socket.
4. by the described deformation modulus E of claim 1
V2Tester, it is characterized in that: the survey bridge of described settlement measuring device is the lever gage beam, the front end of lever gage beam is provided with L shaped survey bridge rod member, its end of being connected to described loading plate center and is provided with the contact of measuring the loading plate sedimentation, the stage casing of lever gage beam is provided with crossbeam and supporting seat, and the survey crane span structure of lever gage beam rear end is provided with the measurement indicating gauge.
5. by the described deformation modulus E of claim 1
V2Tester, it is characterized in that: the survey bridge of described settlement measuring device is vertical drawing and pulling type gage beam, the front end of vertical drawing and pulling type gage beam gage beam is provided with L shaped rod member, its end of being connected to described loading plate center and is provided with the contact of measuring the loading plate sedimentation, vertical drawing and pulling type gage beam gage beam near the contact is provided with the vertical slideway that is connected with L shaped survey bridge rod member, and the measurement indicating gauge is housed on the L shaped rod member.
6. by claim 4 or 5 described deformation modulus E
V2Tester is characterized in that: described measurement indicating gauge is the displacement dial gauge.
7. by claim 4 or 5 described deformation modulus E
V2Tester is characterized in that: described measurement indicating gauge also can be a displacement transducer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620119246 CN200941086Y (en) | 2006-08-08 | 2006-08-08 | Deformed modulus E tester |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620119246 CN200941086Y (en) | 2006-08-08 | 2006-08-08 | Deformed modulus E tester |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200941086Y true CN200941086Y (en) | 2007-08-29 |
Family
ID=38747263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620119246 Expired - Lifetime CN200941086Y (en) | 2006-08-08 | 2006-08-08 | Deformed modulus E tester |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200941086Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535425A (en) * | 2012-03-12 | 2012-07-04 | 中铁第五勘察设计院集团有限公司 | Detector for compaction quality of roadbed slope |
| CN102677646A (en) * | 2012-05-04 | 2012-09-19 | 中铁第五勘察设计院集团有限公司 | Lever-type bearing-ratio automatic tester |
| CN103195105A (en) * | 2012-01-05 | 2013-07-10 | 北方工业大学 | Vacuum loading ground coefficient testing device |
| CN104612123A (en) * | 2015-02-11 | 2015-05-13 | 中铁第五勘察设计院集团有限公司 | Automatic checking device used for foundation coefficient tester |
| CN104849133A (en) * | 2014-02-19 | 2015-08-19 | 耐驰-仪器制造有限公司 | Device and method for measuring a change in length of a sample and/or for measuring a deformation force on a sample |
| CN105203401A (en) * | 2015-10-16 | 2015-12-30 | 中铁第五勘察设计院集团有限公司 | Rapid plate load testing instrument |
| CN110284382A (en) * | 2019-07-15 | 2019-09-27 | 中铁第一勘察设计院集团有限公司 | All-weather monitoring device for differential settlement of structures under high-speed railway lines |
| CN113684870A (en) * | 2021-09-07 | 2021-11-23 | 安徽理工大学 | Experimental device and method for researching differential settlement of foam concrete and soil combination with different heights |
-
2006
- 2006-08-08 CN CN 200620119246 patent/CN200941086Y/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195105A (en) * | 2012-01-05 | 2013-07-10 | 北方工业大学 | Vacuum loading ground coefficient testing device |
| CN102535425A (en) * | 2012-03-12 | 2012-07-04 | 中铁第五勘察设计院集团有限公司 | Detector for compaction quality of roadbed slope |
| CN102535425B (en) * | 2012-03-12 | 2014-08-06 | 中铁第五勘察设计院集团有限公司 | Detector for compaction quality of roadbed slope |
| CN102677646A (en) * | 2012-05-04 | 2012-09-19 | 中铁第五勘察设计院集团有限公司 | Lever-type bearing-ratio automatic tester |
| CN102677646B (en) * | 2012-05-04 | 2014-08-06 | 中铁第五勘察设计院集团有限公司 | Lever-type bearing-ratio automatic tester |
| CN104849133A (en) * | 2014-02-19 | 2015-08-19 | 耐驰-仪器制造有限公司 | Device and method for measuring a change in length of a sample and/or for measuring a deformation force on a sample |
| CN104849133B (en) * | 2014-02-19 | 2018-01-12 | 耐驰-仪器制造有限公司 | Apparatus and method for measuring deformation force on sample length change and/or sample |
| CN104612123A (en) * | 2015-02-11 | 2015-05-13 | 中铁第五勘察设计院集团有限公司 | Automatic checking device used for foundation coefficient tester |
| CN104612123B (en) * | 2015-02-11 | 2016-03-23 | 中铁第五勘察设计院集团有限公司 | For the automatic check device of foundation coefficient tester |
| CN105203401A (en) * | 2015-10-16 | 2015-12-30 | 中铁第五勘察设计院集团有限公司 | Rapid plate load testing instrument |
| CN110284382A (en) * | 2019-07-15 | 2019-09-27 | 中铁第一勘察设计院集团有限公司 | All-weather monitoring device for differential settlement of structures under high-speed railway lines |
| CN113684870A (en) * | 2021-09-07 | 2021-11-23 | 安徽理工大学 | Experimental device and method for researching differential settlement of foam concrete and soil combination with different heights |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA RAILWAY SURVEY AND DESIGN INSTITUTE OF THE Free format text: FORMER OWNER: RAILWAY NO.5 SURVEY AND DESIGN INST. Effective date: 20080215 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20080215 Address after: No. 9 Kang Chong Road, Beijing, Daxing District: 102600 Patentee after: China Railway Fifth Survey and Design Institute Group Ltd. Address before: No. 9 Kang Chong Road, Beijing, Daxing District: 102600 Patentee before: The Fifth Railway Survey & Design Institute |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20090508 Address after: No. 9 Kang Chong Road, Beijing, Daxing District: 102600 Co-patentee after: China Civil Engineering Construction Corporation Patentee after: China Railway fifth survey and Design Institute Group Co., Ltd. Address before: No. 9 Kang Chong Road, Beijing, Daxing District: 102600 Patentee before: China Railway Fifth Survey and Design Institute Group Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20070829 |
|
| EXPY | Termination of patent right or utility model |