CN106769847B - FRP sticking strength comprehensive tester - Google Patents
FRP sticking strength comprehensive tester Download PDFInfo
- Publication number
- CN106769847B CN106769847B CN201611237087.XA CN201611237087A CN106769847B CN 106769847 B CN106769847 B CN 106769847B CN 201611237087 A CN201611237087 A CN 201611237087A CN 106769847 B CN106769847 B CN 106769847B
- Authority
- CN
- China
- Prior art keywords
- end plate
- charge method
- fixed charge
- method end
- sliding panel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N19/00—Investigating materials by mechanical methods
- G01N19/04—Measuring adhesive force between materials, e.g. of sealing tape, of coating
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
- G01B5/02—Measuring arrangements characterised by the use of mechanical techniques for measuring length, width or thickness
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The invention discloses FRP sticking strength comprehensive tester, sliding panel is between the first fixed charge method end plate and the second fixed charge method end plate, and the first fixed charge method end plate, sliding panel and the second fixed charge method end plate are placed in parallel；First test member, the second test member are each passed through the both ends of the second fixed charge method end plate and sliding panel, are fixed on the second fixed charge method end plate；The both ends of four guide rods are fixedly connected with the first fixed charge method end plate, the second fixed charge method end plate respectively, and four guide rods are each passed through sliding panel, and four guide pipes are symmetrical arranged；Concrete component is arranged between the first test member and the second test member；Pressure sensor and jack are equipped between concrete component and the second fixed charge method end plate；Sliding panel is equipped with electromechanical dial gauge.The present invention by the way of oil pump, jack pressure supply, while with TDS-530 data collecting instrument, pressure sensor and electromechanical dial gauge between FRP and concrete adherence force and slippage make and accurately measuring, realize integrated multifunctional tester.
Description
Technical field
The invention belongs to intensity, displacement measurement technical field, are related to a kind of tester, especially a kind of to be directed to FRP- coagulation
The comprehensive tester of Soil Interface sticking strength and sliding.
Background technique
Intensity, displacement measurement instrument are a kind of electromechanical test apparatuses of common requirements in building industry, it has high-precision, height
The advantageous feature of stability, high efficiency.Fiber reinforced concrete technology is at home and abroad widely used at present, should
The key of technology is exactly the sticking effect of FRP- concrete interface.And the test method of FRP- concrete interface sticking strength is always
Since be all difficult point, particular without portable site test device.Based on this problem, simply and easily FRP sticking strength
Comprehensive tester just becomes the new market demand.Only part research institution proposes normal direction stickup test device at present, and right
Pure shear test instrument in real simulation concrete cracking area is not yet reported that.The present invention is based on double-shear principles, simulate
The true force-transmission mechanism of FRP- concrete interface, effect are truer, more direct.
Summary of the invention
The object of the present invention is to provide a kind of FRP sticking strength comprehensive tester, solve to paste FRP concrete stabilizing technology
The test problem of median surface sticking strength and sliding.
FRP sticking strength comprehensive tester, the test object of the tester are the first test member and the second test structure
Part, including the first fixed charge method end plate, the second fixed charge method end plate, sliding panel, four guide rods, the sliding panel are located at the first fixed charge method end plate
And second between fixed charge method end plate, and the first fixed charge method end plate, sliding panel and the second fixed charge method end plate are placed in parallel；
First test member, the second test member are each passed through the both ends of the second fixed charge method end plate and sliding panel, and solid
Due to the second fixed charge method end plate；
The both ends of four guide rods are fixedly connected with the first fixed charge method end plate, the second fixed charge method end plate respectively, four guiding
Bar is each passed through sliding panel, and four guide pipes are symmetrical arranged；
The concrete component is arranged between the first test member and the second test member；
Pressure sensor and jack are equipped between the concrete component and the second fixed charge method end plate；
The sliding panel is equipped with electromechanical dial gauge.
Further, first fixed charge method end plate, the second fixed charge method end plate are identical with the size dimension of sliding panel, and first is solid
Four angles of fixed end plate, the second fixed charge method end plate and sliding panel all offer circular hole.
Further, the both ends of second fixed charge method end plate and sliding panel all offer strip opening.
Further, first test member is fixed by intermediate plate and bolt with the second fixed charge method end plate；Second test structure
Part is fixed by intermediate plate and bolt with the second fixed charge method end plate.
Further, the pressure sensor and jack are arranged on the central axes of concrete component.
Compared with prior art, the present invention has following technical effect that
(1) FRP sticking strength comprehensive tester of the invention is by the way of oil pump, jack pressure supply, while using TDS-
530 data collecting instruments, pressure sensor and electromechanical dial gauge between FRP and concrete adherence force and slippage make precisely
Measurement, realize integrated multifunctional tester, the FRP- concrete interface for solving indoor scientific experiment and construction site is pasted
The test problem of effect；
(2) the electromechanical dial gauge in the present invention is fixed on sliding panel, and i.e. concrete end fixes a positioning at FRP stretching
Piece, when initial electromechanics dial gauge with locating plate is unstressed contacts, when being slid between FRP and concrete, electromechanical dial gauge
It can accurately be measured by TDS530, this not only embodies the multifunctionality of this covering device, moreover it is possible to protrude its accuracy；
(3) present invention is exerted a force using jack, and power is transmitted to pressure sensor and is transmitted to again by pressure sensor by jack
Concrete sample, and pressure sensor data is read using TDS-530 data collecting instrument, and store, so that test of the invention
The more efficient and accurate stabilization of instrument；
(4) present invention is easy to process, and easy to carry, Costco Wholesale is relatively low, used to be more conducive to promote on the market.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is tester plan view；
Fig. 3 is intermediate plate schematic diagram；
The meaning of each label in figure: the first fixed charge method end plate of 1-；2- sliding panel；The second fixed charge method end plate of 3-；4,5- guide rods；
6- concrete component；The first test member of 7-；8- electromechanics dial gauge；9- electromechanics dial gauge pedestal；10- pressure sensor；11—
Concrete support plate；12- jack；13-intermediate plates；14-bolts；15-the second test member.
Specific embodiment
The following describes the present invention in detail with reference to the accompanying drawings and specific embodiments.
Embodiment
Referring to FIG. 1 to FIG. 3, the present embodiment includes: including the first fixed charge method end plate 1, the second fixed charge method end plate 3, sliding panel 2, four
Root guide rod 4,5, the first test member 7, the second test member 15, concrete component 6, it is fixed that the sliding panel 2 is located at first
Between end plate 1 and the second fixed charge method end plate 3, and the first fixed charge method end plate 1, sliding panel 2 and the second fixed charge method end plate 3 are placed in parallel；
First test member 7 and the second test member 15 are FRP component；
First test member 7, the second test member 15 are each passed through the both ends of the second fixed charge method end plate 3 and sliding panel 2,
And it is fixed on the second fixed charge method end plate 3；
Specifically, second fixed charge method end plate 3 and sliding panel 2 all offer strip at away from left and right edges 57.5mm and open
Mouthful, first test member 7, the second test member 15 are open by strip across the second fixed charge method end plate 3 and sliding respectively
Plate 2, and it is fixed on the second fixed charge method end plate 3；
The one of embodiment of the present embodiment is that strip opening is that length is 100mm, and width is the strip of 5mm
Opening；
The both ends of four guide rods 4,5 are fixedly connected with the first fixed charge method end plate 1, the second fixed charge method end plate 3 respectively, and four
Guide rod 4,5 is each passed through sliding panel 2, and four guide pipes 4,5 are symmetrical arranged；
First fixed charge method end plate 1, the second fixed charge method end plate 3 are identical with the size dimension of sliding panel 2, and the first fixed charge method end plate
1, it is 20mm circular hole in order to four cylindrical guide bars that four angles of the second fixed charge method end plate 3 and sliding panel 2, which all offer diameter,
Pass through.
The concrete component 6 is arranged between the first test member 7 and the second test member 15；The concrete component
6 are placed on underlying two guide rods by concrete support plate 11, and the smooth purpose in 11 surface of concrete support plate
It is to reduce concrete and the friction between it.
Pressure sensor 12 and jack 10 are equipped between the concrete component 6 and the second fixed charge method end plate 3；The pressure
Sensor 12 and jack 10, which are arranged on the central axes of concrete component 6, makes concrete axial compression, and otherwise eccentric compression will
Weaken the bearing capacity of test member (FRP) under causing on test member (FRP) along unbalance stress.
The sliding panel 2 is equipped with electromechanical dial gauge pedestal 9, and electromechanical dial gauge 8 passes through electromechanical dial gauge pedestal 9 and is fixed on
On sliding panel, first test member 7 and the second test member 15 any of end be equipped with locating plate, electromechanical percentage
Table 8 with locating plate is unstressed contacts, when sliding between FRP and concrete, electromechanical dial gauge can pass through TDS530 essence
True measurement.
Specific work process: red, green, black, the white line on high-precision pressure sensor 10 are successively connect in TDS-530 data
On Acquisition Instrument, the then oil pump of jack 12.By giving jack 12 applied force by pressure oil pump, 12 one end of jack is ined succession second solid
Fixed end plate 3, the other end are ined succession pressure sensor 10, and power is shown on TDS-530 data collecting instrument while will by pressure sensor
Power is transmitted to sliding panel 2 and is transmitted to concrete component 6 again.First and second test member (FRP) is cast in the two sides of concrete component 6,
Its curing time is one week, and the spacing in 6 outside of test member (FRP) and concrete component is 1 centimeter.When concrete component 6 by
When power, since test member (FRP) is in succession on the first fixed charge method end plate 1, and be fixed with anchor with intermediate plate 13 and bolt 14, so surveying
Examination component (FRP) will limit concrete component and move outward.With the continuous applied force of oil pump, TDS-530 data collecting instrument
Moment shows the variation of power, and test member (FRP) can generate stretching and generate sliding with concrete.Locating plate is mounted in survey
Try component (FRP) stretch out concrete component when at, start with electromechanics dial gauge be it is unstressed contact, when concrete component stress to
When outer Slideslip, test member (FRP) will limit its sliding, and when power increases to certain degree, test member (FRP) can be with
Concrete generates sliding, and electromechanical dial gauge just can measure its slippage at this time.
Conventional method is placed in jack among two concrete test blocks, Manual pressurizing jack, then by very heavy
Oil pressure gauge on top is obtained to concrete pressure applied, and precision is not high enough.For this device, TDS- is increased
530 data collecting instruments and pressure sensor, TDS-530 data collecting instrument measurement range can achieve ± 640000 microstrains, often
The measurement point measured can achieve at 1000 points within 0.4 second, substantially increase experimental precision and efficiency.
Claims (1)
1.FRP sticking strength comprehensive tester, the test object of the tester are the first test member (7) and the second test structure
Part (15), which is characterized in that including the first fixed charge method end plate (1), the second fixed charge method end plate (3), sliding panel (2), four guide rods (4,
5) and concrete component (6), the sliding panel (2) is between the first fixed charge method end plate (1) and the second fixed charge method end plate (3), and the
One fixed charge method end plate (1), sliding panel (2) and the second fixed charge method end plate (3) are placed in parallel；
First test member (7), the second test member (15) are each passed through the second fixed charge method end plate (3) and sliding panel (2)
Both ends, and it is fixed on the second fixed charge method end plate (3)；
The both ends of four guide rods (4,5) are fixedly connected with the first fixed charge method end plate (1), the second fixed charge method end plate (3) respectively, and four
Root guide rod (4,5) is each passed through sliding panel (2), and four guide rods (4,5) are symmetrical arranged；
The concrete component (6) is arranged between the first test member (7) and the second test member (15)；
Pressure sensor (12) and jack (10) are equipped between the concrete component (6) and the second fixed charge method end plate (3)；
The sliding panel (2) is equipped with electromechanical dial gauge (8)；
First fixed charge method end plate (1), the second fixed charge method end plate (3) are identical with the size dimension of sliding panel (2), and the first fixing end
Four angles of plate (1), the second fixed charge method end plate (3) and sliding panel (2) all offer circular hole；
The both ends of second fixed charge method end plate (3) and sliding panel (2) all offer strip opening；
First test member (7) is fixed by intermediate plate (13) and bolt (14) and the second fixed charge method end plate (3)；Second test structure
Part (15) is fixed by intermediate plate (13) and bolt (14) and the second fixed charge method end plate (3)；
The pressure sensor (12) and jack (10) are arranged on the central axes of concrete component (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611237087.XA CN106769847B (en) | 2016-12-28 | 2016-12-28 | FRP sticking strength comprehensive tester |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611237087.XA CN106769847B (en) | 2016-12-28 | 2016-12-28 | FRP sticking strength comprehensive tester |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106769847A CN106769847A (en) | 2017-05-31 |
| CN106769847B true CN106769847B (en) | 2019-11-05 |
Family
ID=58924856
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611237087.XA Expired - Fee Related CN106769847B (en) | 2016-12-28 | 2016-12-28 | FRP sticking strength comprehensive tester |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106769847B (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108693110B (en) * | 2018-08-01 | 2021-05-14 | 北方工业大学 | Slippage testing device and FRP sheet and concrete bonding test system |
| CN109187227A (en) * | 2018-09-10 | 2019-01-11 | 重庆大学 | A kind of masonry and concrete interface shear strength test device and its test method |
| CN109098470B (en) * | 2018-10-19 | 2023-11-17 | 宁波市轨道交通集团有限公司 | Apparatus and method for manufacturing through-type crack of concrete block |
| CN109342203A (en) * | 2018-11-22 | 2019-02-15 | 东莞理工学院 | A kind of intelligent stable state load measuring device for FRP tendons beams of concrete |
| CN110132840B (en) * | 2019-05-08 | 2021-10-22 | 浙江数智交院科技股份有限公司 | Profiled steel sheet and concrete horizontal binding power measuring device based on self-balancing principle |
| CN110701984B (en) * | 2019-11-16 | 2021-04-13 | 焦作大学 | Comprehensive detection system for structural strength of destructive camshaft and use method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104777096A (en) * | 2015-04-29 | 2015-07-15 | 江苏城市职业学院 | Improved testing device and method for testing FRP-concrete interface property |
| CN205404764U (en) * | 2016-03-10 | 2016-07-27 | 宁德时代新能源科技股份有限公司 | Group battery measuring device |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204575514U (en) * | 2015-03-31 | 2015-08-19 | 沈阳工业大学 | Fiber cloth construction cohesive strength pick-up unit |
| CN205593860U (en) * | 2016-05-15 | 2016-09-21 | 中南大学 | Experimental experiment loading device of carbon cloth double shear |
-
2016
- 2016-12-28 CN CN201611237087.XA patent/CN106769847B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104777096A (en) * | 2015-04-29 | 2015-07-15 | 江苏城市职业学院 | Improved testing device and method for testing FRP-concrete interface property |
| CN205404764U (en) * | 2016-03-10 | 2016-07-27 | 宁德时代新能源科技股份有限公司 | Group battery measuring device |
Non-Patent Citations (4)
| Title |
|---|
| 不同胶层厚度条件下CFRP－混凝土粘结界面的疲劳性能;李树霖等;《交通科学与工程》;20140630;第51-55页 * |
| 基于粘性理论的FRP-混凝土界面性能分析方法;任伟等;《长安大学学报（自然科学版）》;20140930;第63-70页 * |
| 外贴纤维加固梁斜截面纤维应变分布的试验研究;曹双寅等;《土木工程学报》;20031231;第6-11页 * |
| 高温下碳纤维- 混凝土界面双面剪切研究;王中平;《科技咨询》;20091231;第3页 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106769847A (en) | 2017-05-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106769847B (en) | FRP sticking strength comprehensive tester | |
| CN105954103B (en) | Synchronous testing device and method for tensile modulus, compressive modulus and flexural modulus of pavement material | |
| CN206399740U (en) | Rock sample long-term stress loading device | |
| CN102564870B (en) | Crack-propagation test method and device | |
| CN104269088A (en) | Mechanical experimental device and method for conducting experiment by applying same | |
| CN203949656U (en) | A kind of cylinder specimen radial deformation measurement mechanism | |
| CN101825429A (en) | Dynamic strain measurement-based large-amplitude rotation angle measurement instrument and using method thereof | |
| CN203405379U (en) | Extensometer fixing device with adjustable scale distance in overall process of axial pulling and pressing | |
| CN103149347A (en) | Casting asphalt concrete multi-function test and formation apparatus | |
| CN202393383U (en) | Slope scale for steel-structure fixture | |
| CN203772261U (en) | High-precision leveling staff with adjustable height | |
| CN206300850U (en) | A kind of telescopic shear box three dimension stress direct shear apparatus of ring | |
| CN205691094U (en) | Wave-shaped steel plate deflection measuring device | |
| CN206057090U (en) | A kind of comprehensive test device of bar planting anti-pulling test | |
| CN201974361U (en) | Pullout machine calibrating device | |
| CN207336216U (en) | A kind of fixture for test specimen pure bending test | |
| CN105241746A (en) | Stress application mechanism in apparatus for measuring tiny shear strain of material | |
| CN203606240U (en) | Assembled type shearing instrument | |
| CN203705260U (en) | Clamp for measuring sample after being broken | |
| CN207556400U (en) | A kind of measuring device and motor production system | |
| CN204102392U (en) | A kind of dynamics experimental device | |
| CN206160855U (en) | Inner groove slide caliper of measurable quantity riveted structure size | |
| CN205067231U (en) | Small tensile force measurement device | |
| CN204154717U (en) | Concrete limited expansion rate proving installation | |
| CN201251425Y (en) | Steel plate slab-shaped measuring device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191105 Termination date: 20211228 |