CN202339298U - Device for testing mechanical properties of column under coupling action of load and environment - Google Patents
Device for testing mechanical properties of column under coupling action of load and environment Download PDFInfo
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- CN202339298U CN202339298U CN 201120455579 CN201120455579U CN202339298U CN 202339298 U CN202339298 U CN 202339298U CN 201120455579 CN201120455579 CN 201120455579 CN 201120455579 U CN201120455579 U CN 201120455579U CN 202339298 U CN202339298 U CN 202339298U
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Abstract
The utility model relates to the field of civil engineering, and discloses a device for testing the mechanical properties of a column under the coupling action of a load and an environment. The device comprises the column, a loading system, an accelerated environmental corrosion system and a measurement system, wherein the column is arranged on the loading system which applies the load to the column; the column is also connected with the accelerated environmental corrosion system which performs accelerated environmental corrosion on the column; and the column is also connected with the measurement system which is used for monitoring the time-varying mechanical properties of the column in real time. The deflection variation of a component and the stress-strain variation of reinforcement and concrete can be observed in real time in the accelerated corrosion process of the component, the whole cracking development process of a crack in the deterioration process of the column also can be observed, the actual operating state of the column is completely simulated, and the problem about the monitoring of the time-varying deteriorated mechanical properties of a reinforcement concrete column under the coupling action of the load and the environment is successfully solved.
Description
Technical field
The utility model relates to field of civil engineering, more particularly, relates to the test unit of the mechanical property of a kind of load and environment coupled action lower prop, is particularly useful for the occasion of research reinforced column time-varying force performance under environment and the load coupling.
Background technology
Xoncrete structure is all in the work down of certain load action, and the multiple factor such as sclerosis, infiltration, freeze thawing, chemical erosion that stands acts synergistically, the reasonable residing virtual condition of reflect structure of concrete durability achievement under a large amount of no load actions.For this reason, the long-term time-varying force of the reinforced concrete member under research load and the environment coupled action is learned focus and the difficult point that performance becomes the research field of civil engineering work.But, the present test unit that does not also have reinforced column mechanical property under load and the environment coupled action.
Existing reinforced column all is on long column testing machine or steel construction reaction frame testing table, to carry out bearingtest; This test generally is destructive test; Do not consider that environmental activity is to member mechanics Effect on Performance; There is not consider to continue the influence of load action yet, more can not test load and the decay degraded performance of environment coupled action lower member.
Existing quick bubble method generally is in sodium chloride solution, to carry out, because surveying instrument and instrument can't work under water, thereby can't measure in real time and record the mechanical performance indexs such as load-amount of deflection, load-strain and crack developing situation of member.Though the artificial environment simulation box can simulation true environment, still can't model configuration member working load in working order, in addition, corrosion can take place in instrument and instrument equally that be arranged in the artificial environment simulation box, causes measuring carrying out.
The utility model content
The purpose of the utility model is to solve problem set forth above, provides a kind of simple in structure, easy to operate, can carry out the test of large scale post mechanical property under load and environment coupled action, and can keep holding for a long time unstressed lax device in the lotus process.
The technical scheme of the utility model is such:
The test unit of the mechanical property of a kind of load and environment coupled action lower prop comprises post, loading system, acceleration environment etching system, measuring system, and described post is installed on the loading system, loading system coupled columns load application; Described post also is connected with the acceleration environment etching system, and coupled columns carries out the acceleration environment corrosion; Described post also links to each other with measuring system, the mechanical property that becomes when being used for monitoring post in real time.
As preferably, be provided with in the described post and desire corrosion reinforcing bar, electrode, desire corrosion reinforcing bar, electrode are connected with the acceleration environment etching system through lead.
As preferably, described electrode is stainless steel electrode or copper electrode.
As preferably; Described loading system comprises reaction frame, lifting jack, pressure transducer, cutter strand bearing; Lifting jack is installed on the end of reaction frame; Pressure transducer is installed between lifting jack and cutter strand bearing, and another cutter strand bearing is installed on the other end corresponding with the reaction frame that lifting jack is installed one end, is used for erection column between two cuttves strand bearing.
As preferably, described loading system is vertical or horizontal loading.
As preferably, described acceleration environment etching system comprises direct supply, and described desire corrosion reinforcing bar is connected with dc power anode, and described electrode is connected with dc power cathode.
As preferably, described direct supply is the constant dc current source.
As preferably; Described measuring system comprises displacement transducer, pressure transducer, foil gauge, strainmeter, data collecting instrument; Described foil gauge is connected with strainmeter; Described foil gauge comprises the main muscle foil gauge that is installed in the post, and the surface strain sheet that is installed in the post surface, and described strainmeter, displacement transducer, pressure transducer connect data collecting instrument.
As preferably, on the described post glass sheet is installed, displacement transducer is installed on the glass sheet.
The beneficial effect of the utility model is following:
1, monitors the load on the post that is applied in real time through pressure transducer, solved because the problem of steel bar corrosion post rigidity degeneration stress relaxation;
2, arrangement of electrodes is in post, and post quickens corrosion under physical environment, and the layout of surveying instrument is unrestricted, can be in component surface or inner layout arbitrarily;
3, amount of deflection variation, reinforcing bar and concrete ess-strain that not only can the real-time monitored member in the acceleration corrosion process of member change; Also the cracking in may observe post crack in degenerative process develops overall process; Simulated the actual working state of post fully, successfully solved reinforced column under load and the environment coupled action the time become the monitoring of degeneration mechanical property.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment;
Fig. 2 is the structure schematic top plan view of the utility model embodiment;
Among the figure: the 1st, post, the 2nd, reaction frame, the 3rd, lifting jack, the 4th, pressure transducer, the 5th, cutter strand bearing, the 6th, desire the corrosion reinforcing bar, the 7th, electrode, the 8th, direct supply, the 9th, displacement transducer, the 10th, foil gauge, the 11st, strainmeter, the 12nd, data collecting instrument.
Embodiment
Embodiment to the utility model is further elaborated below in conjunction with accompanying drawing:
The test unit of the mechanical property of a kind of load and environment coupled action lower prop comprises post 1, loading system, acceleration environment etching system, measuring system, and described post 1 is installed on the loading system, loading system coupled columns 1 load application; Described post 1 also is connected with the acceleration environment etching system, and coupled columns 1 carries out the acceleration environment corrosion; Described post 1 also links to each other with measuring system, the mechanical property that becomes when being used for monitoring post 1 in real time.
The principle of work of this device is: when said post 1 is applied long-term working load; Coupled columns 1 carries out the acceleration environment corrosion, learns performance such as load amount of deflection, load strain and crack development through the time-varying force that is arranged in the instrument and meter monitoring post 1 on the post 1 simultaneously.
Be provided with in the described post 1 and desire corrosion reinforcing bar 6, electrode 7, desire corrosion reinforcing bar 6, electrode 7 are connected with the acceleration environment etching system through lead.The post 1 of present embodiment is a reinforced column, and desiring corrosion reinforcing bar 6 is the main muscle of reinforced column.
Described electrode 7 is stainless steel electrode or copper electrode.
Described loading system comprises reaction frame 2, lifting jack 3, pressure transducer 4, cutter strand bearing 5; Lifting jack 3 is installed on the end of reaction frame 2; Pressure transducer 4 is installed in lifting jack 3 and a cutter twists 5 of bearings; Another cutter strand bearing 5 is installed on the other end corresponding with the reaction frame that lifting jack 3 is installed 2 one ends, and 5 of bearings of two cuttves strand are used for erection column 1.The power that is applied on the post 1 is shown by load transducer, keeps being consistent with design load of institute's load application through lifting jack 3 controls.
Described loading system is vertical or horizontal loading.
Described acceleration environment etching system comprises direct supply 8, described desire corrosion reinforcing bar 6 and 8 anodal connections of direct supply, and described electrode 7 is connected with direct supply 8 negative poles.Speed of steel Corrosion is through Faraday's law control.
Described direct supply 8 is constant dc current sources.
Described measuring system comprises displacement transducer 9, pressure transducer 4, foil gauge 10, strainmeter 11, data collecting instrument 12; Described foil gauge 10 is connected with strainmeter 11; Described foil gauge 10 comprises the main muscle foil gauge that is installed in the post 1; And the surface strain sheet that is installed in post 1 surface, described strainmeter 11, displacement transducer 9, pressure transducer 4 connect data collecting instruments 12.Data collecting instrument 12 also can be a computing machine.
(a) make reinforced column.The sectional dimension of post is 120 * 120mm, and high 750mm, the main muscle of post are 4 φ 10; Stirrup is φ 650-100, and protective seam 15mm connects the plastic sheath copper cash of a long 600mm, diameter 1.5mm in the end of each root master muscle; Electric wire at first twines two circles and tightens on main muscle, weld with scolding tin then, wraps up with epoxy resin at last; And main muscle longitudinally medium position paste main muscle foil gauge, the plastic sheath copper cash of welding long 600mm, diameter 1.5mm on the main muscle foil gauge.With steel colligation silk with the colligation of main muscle cage, deposit concrete moulding then, during cast in the inside of post 7 one of embedding φ 6 stainless steel electrodes, length 450mm, electrode 7 is received the concrete outside by lead.Moulding after 2 days form removal standard curing room maintenance 28 days.
(b) the length direction middle part of the concrete column that maintenance is good polishing light, at 3 surface strain sheets of a side arrangement of post, in the present embodiment, the surface strain sheet is the concrete strain sheet, 1 concrete strain sheet is respectively arranged in end face and bottom surface.One in glass pasting 20 * 20mm, thick 5mm respectively with 502 glue in the upper surface bearing of post and middle part is in order to arrange the amount of deflection variation of displacement transducer 9 measurement columns under load and environment coupled action.A seat board that twists bearing 5 splines with 502 glue cuttves at load application position, capital two ends is to guarantee the accurate location of institute's load application.
(c) will post the concrete strain sheet and put into reaction frame 2 with the post of a seat board, and be close to an end of post then and put into pressure transducer 4 and lifting jack 3 successively, adjustment post, pressure transducer 4 and lifting jack 3 positions are accurately located post 1.
(d) lead that is connected with main muscle in the post is connected to direct supply 8 positive poles; The lead that is connected with electrode 7 in the post is connected to direct supply 8 negative poles; Open direct supply 8, keep the current stabilization power supply state of 0.24A, reinforcing bar accelerated corrosion under the effect that adds constant dc current in the post.
(e) at the upper surface bearing and sticking glass sheet place, the middle part installation position displacement sensor 9 of post; Main muscle foil gauge is connected with strainmeter 11 with lead with the concrete strain sheet; Strainmeter 11, displacement transducer 9, pressure transducer 4 are connected with data collecting instrument 12 or computing machine; Open computing machine or data collecting instrument 12, carry out the data acquisition of displacement, strain, amount of deflection and power.
(f) promote lifting jack 3 pistons, pressure slowly is applied on the post, stop to promote lifting jack 3 pistons when post pole limits 60% of load power to be 38kN when reaching.
Adjusting each instrument and meter makes it be in normal operating conditions.So far; Member has promptly been worked under load and environmental corrosion coupling; As time goes on the carrying out of corroding; The rigidity of member is in continuous degeneration, and the power that is applied on the post is consistent by load and the design that load transducer shows, keeps being applied through lifting jack 3 controls, learns performance by the time-varying force of data acquisition system (DAS) real time record post under load and environment coupled action.
Above-described only is the preferred implementation of the utility model; Should be understood that; For those of ordinary skill in the art; Under the prerequisite that does not break away from the utility model core technology characteristic, can also make some improvement and retouching, these improvement and retouching also should be regarded as the protection domain of the utility model.
Claims (9)
1. the test unit of the mechanical property of load and environment coupled action lower prop; Comprise post (1), loading system, acceleration environment etching system, measuring system; It is characterized in that described post (1) is installed on the loading system, loading system coupled columns (1) load application; Described post (1) also is connected with the acceleration environment etching system, and coupled columns (1) carries out the acceleration environment corrosion; Described post (1) also links to each other with measuring system, the mechanical property that becomes when being used for monitoring post (1) in real time.
2. the test unit of the mechanical property of load according to claim 1 and environment coupled action lower prop; It is characterized in that; Be provided with in the described post (1) and desire corrosion reinforcing bar (6), electrode (7), desire corrosion reinforcing bar (6), electrode (7) are connected with the acceleration environment etching system through lead.
3. the test unit of the mechanical property of load according to claim 2 and environment coupled action lower prop is characterized in that, described electrode (7) is stainless steel electrode or copper electrode.
4. the test unit of the mechanical property of load according to claim 1 and environment coupled action lower prop; It is characterized in that; Described loading system comprises reaction frame (2), lifting jack (3), pressure transducer (4), cutter strand bearing (5); Lifting jack (3) is installed on the end of reaction frame (2); Pressure transducer (4) is installed between lifting jack (3) and cutter strand bearing (5), and another cutter strand bearing (5) is installed on the other end corresponding with the reaction frame that lifting jack (3) is installed (2) one ends, is used for erection column (1) between two cuttves strand bearings (5).
5. the test unit of the mechanical property of load according to claim 4 and environment coupled action lower prop is characterized in that, described loading system is vertical or horizontal loading.
6. the test unit of the mechanical property of load according to claim 2 and environment coupled action lower prop; It is characterized in that; Described acceleration environment etching system comprises direct supply (8); Described desire corrosion reinforcing bar (6) is connected with direct supply (8) is anodal, and described electrode (7) is connected with direct supply (8) negative pole.
7. the test unit of the mechanical property of load according to claim 6 and environment coupled action lower prop is characterized in that, described direct supply (8) is the constant dc current source.
8. the test unit of the mechanical property of load according to claim 1 and environment coupled action lower prop; It is characterized in that; Described measuring system comprises displacement transducer (9), pressure transducer (4), foil gauge (10), strainmeter (11), data collecting instrument (12); Described foil gauge (10) is connected with strainmeter (11); Described foil gauge (10) comprises the main muscle foil gauge that is installed in the post (1), and the surface strain sheet that is installed in post (1) surface, and described strainmeter (11), displacement transducer (9), pressure transducer (4) connect data collecting instrument (12).
9. the test unit of the mechanical property of load according to claim 8 and environment coupled action lower prop is characterized in that, described post is equipped with glass sheet on (1), and displacement transducer (9) is installed on the glass sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120455579 CN202339298U (en) | 2011-11-16 | 2011-11-16 | Device for testing mechanical properties of column under coupling action of load and environment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120455579 CN202339298U (en) | 2011-11-16 | 2011-11-16 | Device for testing mechanical properties of column under coupling action of load and environment |
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| CN202339298U true CN202339298U (en) | 2012-07-18 |
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| CN 201120455579 Expired - Fee Related CN202339298U (en) | 2011-11-16 | 2011-11-16 | Device for testing mechanical properties of column under coupling action of load and environment |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102393329A (en) * | 2011-11-16 | 2012-03-28 | 浙江建设职业技术学院 | Test device for time varying mechanical properties of column under load-environment coupling effect |
| CN102980810A (en) * | 2012-11-28 | 2013-03-20 | 兰州理工大学 | Performance test table for concrete tunnel lining structure under saline solution erosion |
| CN103604701A (en) * | 2013-11-28 | 2014-02-26 | 国家电网公司 | Device and method for detecting concrete compressive strength of in-service electric pole |
| CN104198672A (en) * | 2014-09-01 | 2014-12-10 | 北京科技大学 | Bridge cable corrosion monitoring method based on stress concentration in plane stress state |
| CN110132512A (en) * | 2019-05-30 | 2019-08-16 | 山东省建筑科学研究院 | A kind of bridge structure monitoring and assessing method based on girder stiffness degradation rule |
| CN110132511A (en) * | 2019-05-30 | 2019-08-16 | 山东省建筑科学研究院 | A kind of bridge structure monitoring and assessing method based on dynamic deflection attenuation law |
| CN110243677A (en) * | 2019-05-22 | 2019-09-17 | 同济大学 | Shield duct piece steel bar corrosion causes the test method of Stiffness Deterioration under a kind of multifactor effect |
-
2011
- 2011-11-16 CN CN 201120455579 patent/CN202339298U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102393329A (en) * | 2011-11-16 | 2012-03-28 | 浙江建设职业技术学院 | Test device for time varying mechanical properties of column under load-environment coupling effect |
| CN102393329B (en) * | 2011-11-16 | 2013-11-27 | 浙江建设职业技术学院 | Test device for time varying mechanical properties of column under load-environment coupling effect |
| CN102980810A (en) * | 2012-11-28 | 2013-03-20 | 兰州理工大学 | Performance test table for concrete tunnel lining structure under saline solution erosion |
| CN103604701A (en) * | 2013-11-28 | 2014-02-26 | 国家电网公司 | Device and method for detecting concrete compressive strength of in-service electric pole |
| CN103604701B (en) * | 2013-11-28 | 2015-11-18 | 国家电网公司 | A kind of instrument and method thereof detecting in-service electric pole concrete compressive strength |
| CN104198672A (en) * | 2014-09-01 | 2014-12-10 | 北京科技大学 | Bridge cable corrosion monitoring method based on stress concentration in plane stress state |
| CN104198672B (en) * | 2014-09-01 | 2016-03-02 | 北京科技大学 | Based on the bridge cable corrosion monitoring method that plane stress state stress is concentrated |
| CN110243677A (en) * | 2019-05-22 | 2019-09-17 | 同济大学 | Shield duct piece steel bar corrosion causes the test method of Stiffness Deterioration under a kind of multifactor effect |
| CN110132512A (en) * | 2019-05-30 | 2019-08-16 | 山东省建筑科学研究院 | A kind of bridge structure monitoring and assessing method based on girder stiffness degradation rule |
| CN110132511A (en) * | 2019-05-30 | 2019-08-16 | 山东省建筑科学研究院 | A kind of bridge structure monitoring and assessing method based on dynamic deflection attenuation law |
| CN110132512B (en) * | 2019-05-30 | 2020-09-22 | 山东省建筑科学研究院有限公司 | Bridge structure monitoring and evaluating method based on girder rigidity attenuation law |
| CN110132511B (en) * | 2019-05-30 | 2020-10-27 | 山东省建筑科学研究院有限公司 | Bridge structure monitoring and evaluating method based on dynamic deflection attenuation law |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120718 Termination date: 20151116 |
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| EXPY | Termination of patent right or utility model |