CN203881614U - All-in-one machine for geo-technical tension-compression strength test - Google Patents
All-in-one machine for geo-technical tension-compression strength test Download PDFInfo
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- CN203881614U CN203881614U CN201420152378.9U CN201420152378U CN203881614U CN 203881614 U CN203881614 U CN 203881614U CN 201420152378 U CN201420152378 U CN 201420152378U CN 203881614 U CN203881614 U CN 203881614U
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Abstract
The utility model discloses an all-in-one machine for a geo-technical tension-compression strength test. The all-in-one machine comprises a control platform, wherein one side of the control platform is provided with a driving wheel and a control device correspondingly; fixing rods are installed on the two sides of the upper end surface of the control platform in a mirroring manner; a positioning rod is arranged between the upper ends of the fixing rods and is fixed together with the fixing rods in a rotary connection manner by bolts; a locking nut is arranged in the middle of the positioning rod; a thread hole of the locking nut is internally provided with a screw rod which is matched with the thread hole in a rotary connection manner; the lower end of the screw rod penetrates through the positioning rod to be connected with an S-shaped tension-compression stress sensor; an upper universal top seat is arranged at the bottom part of the S-shaped tension-compression stress sensor; the upper end surface of the control platform is provided with a displacement measuring platform. The all-in-one machine disclosed by the utility model has the advantages that the influence on the tension strength and the compression strength of a soil body caused by the speed can be researched; in the direct tension test, the deformation of the soil body can be accurately measured, and simultaneously, the change of gravity in the testing process can be measured by utilizing a gravity sensor; data which changes rapidly and cannot be observed by the naked eyes in test can be acquired.
Description
Technical field
The utility model relates to soil test field of machining and machinebuilding technology, is specifically related to a kind of geotechnological tensile and compressive strength test all-in-one.
Background technology
In recent years along with the fast development of China's economy, what highway, airport, high earth and rockfill dam were built is surging forward, tension and the anti-crack ability of people to these buildingss or structures proposed higher requirement, and to native tensile characteristics, deep research has become a focus that solves engineering problem like this.
1, uniaxial tensile test
Uniaxial tensile test is to measure soil body tensile strength the most direct test method, directly sample is applied to axial tension after normally adopting special fixture or consolidating material to fix the two ends of sample, tests the tensile strength of soil sample under without side limit pulling force condition.Be different from the experiment of traditional material (for example rock, concrete, metal species material) tensile strength, because the tensile strength values of the soil body is lower, require higher to the precision and stability of experimental apparatus.At present, uniaxial tensile test development is not yet ripe, there is no experimental apparatus and the Experimental Standardization of standard, can be divided into vertical and horizontal-type stretching method by the modes of emplacement of sample; There are again uniform cross section rectangle, uniform cross section circle, figure of eight mould sample etc. by specimen shape; Be divided into again mechanical clamp, chemical reagent bonding, freeze end method and punching fixation etc. by end fixing method.
Nineteen fifty-one, first Haefel adopts the method for freezing termination to do the direct tensile test of saturated cohesive soil, has pulled open the prelude of research soil body tensile strength.But this secondary device is comparatively simple and crude, rough application stretching principle.Numerous scholar subsequently, as Tchbotarioff and Dephicippe, Hasegawa and Ikeuti, wait the research that also starts soil body tensile strength, and test apparatus and method constantly improve in research process.
According to gained document, domestic what use the earliest that uniaxial tension method measures soil body tensile strength is Department of Water Conservancy of Tsing-Hua University engineering geology in 1973 and the method for chemical reagent bonding testing piece end for soil mechanics teaching and research group, with uniform cross section rectangle test specimen, red clay is carried out to tensile characteristics mensuration.Whether this is domestic feasibility of certainly carrying out first cohesive soil tensile test with bonding testing piece end, but feasible also not definite for the soil of larger tensile strength.
Nineteen eighty-three, bright and the Lu Shiqiang in the button pool of Wuhan Water Conservancy and Electric Power College utilizes three axle tensilometer equal cross section cylinder samples after repacking to carry out the uniaxial tension test of end portion chemical reagent bonding, but adopt counterweight load application step by step, the load that cannot ensure to break is ultimate load.
Nineteen ninety-five, Li Guangxin etc. have developed a set of simple unidirectional horizontal stretch test unit (Fig. 1) on the basis of original vertical tensilometer, load applies step by step by counterweight equally, sample is uniform cross section rectangular parallelepiped, two ends are used chemical adhesive bonding, be placed horizontally on solid matter ball to eliminate soil body deadweight and the impact of friction force on its tensile strength, the method is ultimate load except the load that cannot ensure to break, and cannot eliminate in theory the impact of soil body deadweight and friction force.
Calendar year 2001, Dang Jinqian etc. have have successfully researched and developed strain control horizontal single earthwork elongation apparatus (Fig. 2) on the basis of direct shear apparatus, have studied on this basis the tensile characteristics of loess.Adopt different fixtures according to specimen shape, by by two ambulatory splints, two straps with bear the cube fixture that plate forms and the fixture that is shaped as hollow cylinder.Dynamometric system is made up of Dan Yellow (or stress loop) and dial gauge, with the deflection of Dan Praise, calculates elongation and the axial tension of sample at drawing process according to handwheel revolution.This method is easy to operate, and result is clear and definite, and test is repeatable strong, but also exist necessarily not enough, as handwheel rotating speed is affected by human factors greatlyr, cube fixture Rig up error is prone to eccentric tension, cannot eliminate the impact of gravity, fixture produces destruction to a certain degree etc. to soil at both sides.
2005, Tamrakar etc. have developed a kind of novel horizontal single earthwork elongation apparatus, to being similar to that the figure of eight is cut and (Fig. 3), and the sample load application of high 5cm, carry out tension test, studied the relation of unconfined compressive strength and tensile strength under different preconsolidation pressures.This instrument has been invented new sample preparation and testing mould, is divided into two the round boxes in left and right, and the box on the right is fixed on platform, and the box on the left side can automatic moving, thereunder, linear slide axle is installed, minimizing frictional influence on platform.Adopt the direct sample preparation of this mould, simple and convenient, and eliminated the friction force impact of plain clamp and the instability of chemical adhesive.This is an extremely feasible method, but due to the sample of special shape adopting, the relation of the local stress at macroscopical pulling force that test Instrumental applies and destruction place needs more rigorous derivation, and in the making of the sample of this shape, be subject to larger restriction, high to native type requirements.
2006, Zhang Hui and Zhu Jungao designed a set of fixture that can carry out soil body uniaxial tensile test, are installed on universal testing machine, adopt Stress Control or strain control to enter loading to cylindrical sample, this instrument can carry out continuous uniform load test, adopts electronics image data, accurately laborsaving.But in process of the test, easily produce small slip between fixture and sample, therefore this fixture should not be used for studying distortion compared with being applicable to measure tensile strength.
2, crushing test radially
Radially crushing test claims again Brazilian split the law, initial for testing the tensile strength of the hard brittle material such as concrete and rock, is used to afterwards test the tensile strength of soil sample, and can adopts different specimen shapes to test.
3, axial crushing test
Axially crushing test is also referred to as two punch tests, process of the test is to apply contrary xial feed at the upper and lower two ends of cylindric sample by cylindrical rigid stamp short column lining private school, until test splitting vertically again according to the hypothesis of material ideal plasticity, calculate its tensile strength.
4, the soil body is limit uniaxial compressive strength without side
Soil unconfined compressive strength is called for short without side limit intensity.Refer to that soil is under without side limit condition, the ultimate strength of opposing axle pressure.Veritcal limit pressure when its value equals soil destruction, generally uses without confining pressure instrument and measures.
In prior art, there is in sum following defect:
(1), soil body two ends not to rational stationary installation in uniaxial tensile test, easily do not produce small slip, test repetition rate is low;
(2), radially crushing test, axially there is no the mould of specification in crushing test;
(3), because the soil body is elastic-plastic model, gravity plays a role in direct tensile test process, and the impact of the variation that existing instrument cannot be measured gravity in direct tensile test process on soil body tensile strength;
(4), existing apparatus cannot realize the uniaxial tensile test of the soil body, radially crushing test, axially crushing test and the soil body are without the Test Integrated of side limit uniaxial compressive strength.
Utility model content
The utility model object is to provide a kind of geotechnological tensile and compressive strength test all-in-one, and it can solve existing problem in background technology effectively.
In order to solve existing problem in background technology, it comprises control desk 1, one side of this control desk 1 is provided with corresponding driving wheel and control device, the both sides mirror image of described control desk 1 upper surface is provided with fixed bar 2, between the upper end of this fixed bar 2, be provided with backstay 3, between described backstay 3 and fixed bar 2, spin by bolt fixing, the middle part of described backstay 3 is provided with lock nut 4, in the screw of described lock nut 4, be provided with and its screw mandrel 5 coordinating that spins, the lower end of this screw mandrel 5 is connected with S type tension and compression stress induction device 6 through backstay 3, the bottom of described S type tension and compression stress induction device 6 is provided with omnipotent footstock 7, the upper surface of described control desk 1 is provided with displacement measurement platform 8, the upper surface of this displacement measurement platform 8 is provided with gravity sensor 9, the upper surface of described gravity sensor 9 is provided with lower universal seat 10, described S type tension and compression stress induction device 6 and the data output end of gravity sensor 9 are connected with digital display instrument 11 by wire.
In the time carrying out tension test, on described upper omnipotent footstock 7 and lower universal seat 10, mirror image is provided with fixture 12, on the fixed bar 2 of described control desk 1 one sides, clamping has clamping frame 13, the other end of this clamping frame 13 is fixed with dial gauge 14, described fixture 12 entirety are the tubular structure of hollow, on its inwall, roll extrusion has antiskid thread, the bottom mirror of described fixture 12 looks like to be welded with mounting seat 15, one side shaft of described fixture 12 is to being provided with opening, the both sides of this opening part are welded with respectively between 16, two hold-down nuts 16 of hold-down nut by bolt 17 connection that spins.
In the time carrying out radially crushing test, on described upper omnipotent footstock 7 and lower universal seat 10, mirror image is provided with pressure break mould 18, described pressure break mould 18 entirety are disc-shaped structure, its side contacting with test specimen radially offers groove 19, in this groove 19, be placed with radially crushing test splitting bar 23, this radially the lateral surface of crushing test splitting bar 23 extend the end face of mould 18.
In the time carrying out axial crushing test, on described upper omnipotent footstock 7 and lower universal seat 10, mirror image is provided with liner 20, described liner 20 is cylindrical structural, and its one end outwards vertically extends the fixing feet 21 connecting with upper omnipotent footstock 7 or lower universal seat 10.
In the time carrying out without side limit single shaft compression test, on described upper omnipotent footstock 7 and lower universal seat 10, mirror image is provided with without side limit single shaft resistance to compression mould 24, described entirety is disc-shaped structure, its side contacting with test specimen radially offers groove 25, in this groove 25, be placed with without side limit single shaft compression test splitting bar 22, this is without the lateral surface and the end face of limitting single shaft resistance to compression mould 24 without side of side limit single shaft compression test splitting bar 22.
Owing to having adopted above technical scheme, the utlity model has following beneficial effect: 1, can study the impact of speed on soil body tension, compressive strength; 2,, in direct tensile test, deflection that can the Accurate Measurement soil body utilizes gravity sensor can measure the variation of gravity in process of the test simultaneously; 3, gather changing the data that rapid naked eyes cannot observe in test; 4, in crushing test (Brazilian split the law) radially, axially crushing test and single shaft unconfined compression test, two class sensors can contrast and get average, by an instrument diverse ways, the tensile strength of the soil body is measured simultaneously, reduce the error producing between different instruments, improved precision.
Brief description of the drawings
In order to be illustrated more clearly in the utility model, below in conjunction with accompanying drawing, embodiment is briefly described.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of embodiment 2 in the utility model;
Fig. 3 is the structural representation of fixture in embodiment 2;
Fig. 4 is the structural representation of embodiment 3 in the utility model;
Fig. 5 is the structural representation of pressure break mould in embodiment 3;
Fig. 6 is the structural representation of embodiment 4 in the utility model;
Fig. 7 is the structural representation of liner in embodiment 4;
Fig. 8 is the structural representation of embodiment 5 in the utility model;
Fig. 9 is the structural representation of pressure break mould in the present embodiment 5.
Embodiment
For technological means, creation characteristic that the utility model is realized, reach object and effect is easy to understand, below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described.
Embodiment 1
Referring to Fig. 1, this embodiment is to be achieved by the following technical solutions, it comprises control desk 1, one side of this control desk 1 is provided with corresponding driving wheel and control device, the both sides mirror image of described control desk 1 upper surface is provided with fixed bar 2, between the upper end of this fixed bar 2, be provided with backstay 3, between described backstay 3 and fixed bar 2, spin by bolt fixing, the middle part of described backstay 3 is provided with lock nut 4, in the screw of described lock nut 4, be provided with and its screw mandrel 5 coordinating that spins, the lower end of this screw mandrel 5 is connected with S type tension and compression stress induction device 6 through backstay 3, the bottom of described S type tension and compression stress induction device 6 is provided with omnipotent footstock 7, the upper surface of described control desk 1 is provided with displacement measurement platform 8, the upper surface of this displacement measurement platform 8 is provided with gravity sensor 9, the upper surface of described gravity sensor 9 is provided with lower universal seat 10, described S type tension and compression stress induction device 6 and the data output end of gravity sensor 9 are connected with digital display instrument 11 by wire.
Embodiment 2
In the time carrying out tension test, referring to Fig. 2-3, mirror image on upper omnipotent footstock 7 in embodiment 1 and lower universal seat 10 is provided with to fixture 12, on the fixed bar 2 of described control desk 1 one sides, clamping has clamping frame 13, the other end of this clamping frame 13 is fixed with dial gauge 14, described fixture 12 entirety are the tubular structure of hollow, on its inwall, roll extrusion has antiskid thread, the bottom mirror of described fixture 12 looks like to be welded with mounting seat 15, one side shaft of described fixture 12 is to being provided with opening, the both sides of this opening part are welded with respectively hold-down nut 16, between two hold-down nuts 16 by bolt 17 connection that spins.
(1), sample preparation.
Soil sample is made cylindric, it is of a size of diameter 61.8mm, height 125mm;
(2), soil sample is installed.
A), adjust screw mandrel 5 by lock nut 4, make the vertical range of omnipotent footstock 7 and lower universal seat 10 reach about 15cm, meet test height requirement, and the central point of omnipotent footstock 7 and lower universal seat 10 is located along the same line;
B), in utilization, lower clamp 12 clamps soil sample, with hexagon socket head cap screw, the fixture of lower end 12 is installed on to lower universal seat 10 afterwards, rotating drive wheel makes to try lower universal seat 10 and rises, while making the fixture 12 of upper end just touch omnipotent footstock 7, stop, and with the fixture 12 of the fixing upper end of hexagon socket head cap screw;
C), dial gauge 14 is rotated and is adjusted to suitable range;
(3), measurement, image data
By two digital display instrument zero clearings, pull decline button and make omnipotent footstock 7 uniform descents, also can adjust decline rate by testing requirements rotating drive wheel, record a secondary data (two digital display instrument and dial gauge) every 30s, until soil sample drawing crack destroys.
Embodiment 3
In the time carrying out radially crushing test, referring to Fig. 4-5, on described upper omnipotent footstock 7 and lower universal seat 10, mirror image is provided with pressure break mould 18, described pressure break mould 18 entirety are disc-shaped structure, its side contacting with test specimen radially offers groove 19, in this groove 19, be placed with radially crushing test splitting bar 23, this radially the lateral surface of crushing test splitting bar 23 extend the end face of mould 18.
(1), sample preparation.
Soil sample is made cylindric, be of a size of diameter 61.8mm, height 125mm or diameter 39.1mm, height 80mm, also can make cube by soil sample according to testing requirements;
(2), soil sample is installed.
A), adjust stroke track by lock nut 4, make the vertical range of omnipotent footstock 7 and lower universal seat 10 meet test height requirement, and the central point of omnipotent footstock 7 and lower universal seat 10 is located along the same line;
B), pressure break mould 18 is individually fixed on upper omnipotent footstock 7 and lower universal seat 10, by the radially crushing test splitting bar 23 of different size is installed in testing requirements groove, and make up and down radially crushing test splitting bar 23 be positioned at same plane;
C), soil sample level is put in up and down radially between crushing test splitting bar 23, simultaneously soil sample central shaft with up and down radially crushing test splitting bar 23 be positioned at same plane, rotating drive wheel makes to move on lower universal seat 10, till just contacting with the radially crushing test splitting bar 23 of top to soil sample;
(3), measurement, image data
By two digital display instrument zero clearings, pull rising button and make lower universal seat 10 at the uniform velocity increase, also can adjust ascending velocity by testing requirements rotating drive wheel, until soil sample drawing crack destruction, the reading of two digital display instruments while recording soil sample destruction.
Embodiment 4
In the time carrying out axial crushing test, referring to Fig. 6-7, on described upper omnipotent footstock 7 and lower universal seat 10, mirror image is provided with liner 20, and described liner 20 is cylindrical structural, and its one end outwards vertically extends the fixing feet 21 connecting with upper omnipotent footstock 7 or lower universal seat 10.
(1), sample preparation.
Soil sample is made cylindric, be of a size of diameter 61.8mm, height 125mm or diameter 39.1mm, height 80mm;
(2), soil sample is installed.
A), adjust stroke track by lock nut 4, make the vertical range of omnipotent footstock 7 and lower universal seat 10 meet test height requirement, and the central point of omnipotent footstock 7 and lower universal seat 10 is located along the same line;
B), by testing requirements, different types of liner 20 is installed, and the central point of lower liner 20 is located along the same line;
C), offices and men's sample is vertically put between the liner 20 of upper end and the liner 20 of lower end, the central point of the liner 20 of soil sample central shaft and upper end and the liner 20 of lower end is located along the same line, rotating drive wheel makes to move on lower universal seat 10, till just contacting with upper liner 20 to soil sample;
(3), measurement, image data
By two digital display instrument zero clearings, pull rising button and make base at the uniform velocity increase, also can adjust ascending velocity by testing requirements rotating drive wheel, until soil sample pressure break destruction, the reading of two digital display instruments while recording soil sample destruction.
Embodiment 5
In the time carrying out without side limit single shaft compression test, referring to Fig. 8-9, on described upper omnipotent footstock 7 and lower universal seat 10, mirror image is provided with without side limit single shaft resistance to compression mould 24, described entirety is disc-shaped structure, its side contacting with test specimen radially offers groove 25, in this groove 25, be placed with without side limit single shaft compression test splitting bar 22, this is without the lateral surface and the end face of limitting single shaft resistance to compression mould 24 without side of side limit single shaft compression test splitting bar 22.
(1), sample preparation.
Soil sample is made cylindric, be of a size of diameter 61.8mm, height 125mm or diameter 39.1mm, height 80mm;
(2), soil sample is installed.
A), adjust stroke track by lock nut 4, make the vertical range of omnipotent footstock 7 and lower universal seat 10 meet test height requirement, and the central point of omnipotent footstock 7 and lower universal seat 10 is located along the same line;
B), pressure break mould 18 is individually fixed on upper omnipotent footstock 7 and lower universal seat 10, and at the interior placement filler strip of groove 19, make 18 surfacings of pressure break mould;
C), soil sample is vertically put between upper fracturing mould 18, make soil sample central shaft and pressure break mould 18 central points be positioned at same straight line, rotating drive wheel makes to move on lower universal seat 10, till lucky contact of pressure break mould 18 of soil sample and top;
D), dial gauge turned to displacement measurement platform and be adjusted to suitable range;
(3), measurement, image data
By two digital display instrument zero clearings, pull rising button and make base at the uniform velocity increase, also can adjust ascending velocity by testing requirements rotating drive wheel, record a secondary data (two digital display instrument and dial gauge) every 30s, until soil sample pressure break is destroyed.
Finally it should be noted that: above embodiment only, in order to the technical solution of the utility model to be described, is not intended to limit; Although the utility model is had been described in detail with reference to previous embodiment, those of ordinary skill in the art is to be understood that, its technical scheme that still can record aforementioned each embodiment is modified, or part technical characterictic is wherein equal to replacement; And these amendments or replacement do not make the essence of appropriate technical solution depart from the spirit and scope of the each embodiment technical scheme of the utility model.
Claims (5)
1. a geotechnological tensile and compressive strength test all-in-one, it comprises control desk (1), one side of this control desk (1) is provided with corresponding driving wheel and control device, the both sides mirror image that it is characterized in that described control desk (1) upper surface is provided with fixed bar (2), between the upper end of this fixed bar (2), be provided with backstay (3), between described backstay (3) and fixed bar (2), spin by bolt fixing, the middle part of described backstay (3) is provided with lock nut (4), in the screw of described lock nut (4), be provided with and its screw mandrel (5) coordinating that spins, the lower end of this screw mandrel (5) is connected with S type tension and compression stress induction devices (6) through backstay (3), the bottom of described S type tension and compression stress induction devices (6) is provided with omnipotent footstock (7), the upper surface of described control desk (1) is provided with displacement measurement platform (8), the upper surface of this displacement measurement platform (8) is provided with gravity sensor (9), the upper surface of described gravity sensor (9) is provided with lower universal seat (10), described S type tension and compression stress induction devices (6) are connected with digital display instrument (11) by wire with the data output end of gravity sensor (9).
2. the geotechnological tensile and compressive strength test of one according to claim 1 all-in-one, it is characterized in that the upper mirror image of described upper omnipotent footstock (7) and lower universal seat (10) is provided with fixture (12), the upper clamping of fixed bar (2) of described control desk (1) one side has clamping frame (13), the other end of this clamping frame (13) is fixed with dial gauge (14), described fixture (12) entirety is the tubular structure of hollow, on its inwall, roll extrusion has antiskid thread, the bottom mirror of described fixture (12) looks like to be welded with mounting seat (15), one side shaft of described fixture (12) is to being provided with opening, the both sides of this opening part are welded with respectively hold-down nut (16), between two hold-down nuts (16) by bolt (17) connection that spins.
3. the geotechnological tensile and compressive strength test of one according to claim 1 all-in-one, it is characterized in that the upper mirror image of described upper omnipotent footstock (7) and lower universal seat (10) is provided with pressure break mould (18), described pressure break mould (18) entirety is disc-shaped structure, its side contacting with test specimen radially offers groove (19), in this groove (19), be placed with radially crushing test splitting bar (23), this radially the lateral surface of crushing test splitting bar (23) extend the end face of mould (18).
4. the geotechnological tensile and compressive strength test of one according to claim 1 all-in-one, it is characterized in that the upper mirror image of described upper omnipotent footstock (7) and lower universal seat (10) is provided with liner (20), described liner (20) is cylindrical structural, and its one end outwards vertically extends the fixing feet (21) connecting with upper omnipotent footstock (7) or lower universal seat (10).
5. the geotechnological tensile and compressive strength test of one according to claim 1 all-in-one, it is characterized in that the upper mirror image of described upper omnipotent footstock (7) and lower universal seat (10) is provided with without side limit single shaft resistance to compression mould (24), described entirety is disc-shaped structure, its side contacting with test specimen radially offers groove (25), in this groove (25), be placed with without side limit single shaft compression test splitting bar (22), this is without the lateral surface of side limit single shaft compression test splitting bar (22) and the end face of limitting single shaft resistance to compression mould (24) without side.
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| CN201420152378.9U CN203881614U (en) | 2014-04-01 | 2014-04-01 | All-in-one machine for geo-technical tension-compression strength test |
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| CN201420152378.9U CN203881614U (en) | 2014-04-01 | 2014-04-01 | All-in-one machine for geo-technical tension-compression strength test |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103913380A (en) * | 2014-04-01 | 2014-07-09 | 长安大学 | All-in-one machine for testing soil engineering tension-compression strength |
| CN104713756A (en) * | 2015-01-30 | 2015-06-17 | 浙江大学 | Making apparatus of soil compressive strength test soil column model |
| CN105067446A (en) * | 2015-09-02 | 2015-11-18 | 无锡通用钢绳有限公司 | Steel wire rope compression resistance testing system and steel wire rope compression resistance testing method |
| CN106053233A (en) * | 2016-07-21 | 2016-10-26 | 卡本复合材料（天津）有限公司 | Carbon fiber sheet detecting device |
| CN109855961A (en) * | 2017-11-30 | 2019-06-07 | 中国飞机强度研究所 | A kind of middle low strain dynamic rate dynamic compression properties method of engineering arrestor |
| CN110823681A (en) * | 2019-12-23 | 2020-02-21 | 义乌工商职业技术学院 | Rock wool board tensile strength detection mechanism |
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2014
- 2014-04-01 CN CN201420152378.9U patent/CN203881614U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103913380A (en) * | 2014-04-01 | 2014-07-09 | 长安大学 | All-in-one machine for testing soil engineering tension-compression strength |
| CN103913380B (en) * | 2014-04-01 | 2017-02-08 | 长安大学 | All-in-one machine for testing soil engineering tension-compression strength |
| CN104713756A (en) * | 2015-01-30 | 2015-06-17 | 浙江大学 | Making apparatus of soil compressive strength test soil column model |
| CN105067446A (en) * | 2015-09-02 | 2015-11-18 | 无锡通用钢绳有限公司 | Steel wire rope compression resistance testing system and steel wire rope compression resistance testing method |
| CN105067446B (en) * | 2015-09-02 | 2018-10-16 | 无锡通用钢绳有限公司 | A kind of steel wire rope compression test system and method |
| CN106053233A (en) * | 2016-07-21 | 2016-10-26 | 卡本复合材料（天津）有限公司 | Carbon fiber sheet detecting device |
| CN109855961A (en) * | 2017-11-30 | 2019-06-07 | 中国飞机强度研究所 | A kind of middle low strain dynamic rate dynamic compression properties method of engineering arrestor |
| CN110823681A (en) * | 2019-12-23 | 2020-02-21 | 义乌工商职业技术学院 | Rock wool board tensile strength detection mechanism |
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