Steel wire deformation measurement method for testing and device thereof in the strand wire
Technical field
The present invention relates to wire rope stress and deflection measurement, especially steel wire deformation measurement method for testing and device thereof in the strand wire in a kind of strand wire.
Background technology
Wire rope is to twist with the fingers into rope strand by steel wire, is twisted into the twisting structure of wire rope again by rope strand, wherein strand with strand between, thread between silk, twist with the fingers at a certain angle around.When wire rope bears axial load or bending, between silk and the silk owing to the length of steel wire is different different with the spatially spiral form, make the stressed and deformation of steel wire that very big difference be arranged, and in the present test of doing about wire rope, all adopt monofilament or whole rope are loaded the load change relation that rope service-life and steel wire are verified in torture test of doing, but under the whole rope of the Shang Weiyou stressing conditions, the test of steel wire deflection test in strand.
Summary of the invention
The purpose of this invention is to provide whole wire rope of a kind of test is being subjected under the drawing stress effect, the method of testing of steel wire deflection in the strand wire, it is the principle of utilizing light and direct reflection, can realize amplifying the variable that read small wire rope tensile elongation with simple structure, for people's test provides convenience.
Another object of the present invention has provided steel wire deflection proving installation in a kind of strand wire, this installs its principle of utilizing light and direct reflection, can realize amplifying the variable that read small wire rope tensile elongation with simple structure, for people's test provides convenience.
The present invention solves the technical scheme that its method problem adopted: in wire rope one side to be measured, be provided with the optical lever of forming by the level crossing that has three fulcrums, vertical scale and telescope, two front fulcrums of level crossing are fixed on testing machine fixedly on the chuck, and rear fulcrum is fixedlyed connected with the tested point on the wire rope; It is parallel with vertical scale to regulate the level crossing vertical, by coarse adjustment and accurate adjustment 0 scale up to telescopical right-angled intersection point alignment scale, and make the horizontal line of telescope barrelshift and level crossing center contour, what at this moment see in the telescope is and the rod reading r of telescope with eminence
0Apply pulling force by hydraulic jack, motor-driven chuck rising stretching wire rope, at this moment, the amount of tension of the wire rope of deformation is
ΔL, the rear fulcrum of level crossing also rise thereupon, are axle with the line between two front fulcrums, the outward-dipping θ angle that turns over of level crossing, because reflection law is as can be known, at this moment entering telescopical is that incident angle is the rod reading r at θ place
i, the angle between incident angle and the reflection angle is 2 θ; The reading that records for twice is subtracted each other, i.e. r
i-r
0=L; If the horizontal range between front fulcrum and the wire rope tested point is b, the horizontal range between front fulcrum and the scale measuring point is D, utilize trigonometric function formula tg θ=
ΔL/b, tg2 θ=L/D derives
ΔL=Lb/2D loads 2KN respectively with each measuring point, 4KN, and 6KN, 8KN repeats 5 times, and three approaching secondary data of retention data are averaged and promptly be can be used as test basis.
The technical solution adopted for the present invention to solve the technical problems is: steel wire deflection proving installation comprises testing machine, level crossing, scale and telescope in this strand wire; The hydraulic dynamometer upper and lower side of this device is provided with the motor-driven chuck that is parallel to each other and fixing chuck; Fixedly vertically be installed with wire rope to be measured between chuck and the motor-driven chuck, evenly be provided with measuring point on this wire rope; One side of this wire rope to be measured is provided with the optical lever of being made up of the level crossing that has three fulcrums, vertical scale and telescope; Three fulcrums of level crossing constitute an equilateral triangle, and two front fulcrums are fixed on fixedly on the chuck, and rear fulcrum is fixedlyed connected with the tested point on the wire rope; This level crossing can serve as that axle rotates with the line between two front fulcrums; One and the corresponding telescope of level crossing are installed on this scale, can conveniently see the content that reflects on the minute surface.
In above-mentioned strand wire in the method and apparatus of steel wire deflection test, as the measurement starting point, every interval 5mm gets a little to the wire rope force side, gets five places altogether with wire rope stiff end fag end to be measured and the about 110mm of wire rope boundary place.
Measuring point on the wire rope adopts ashbury metal spot welding, has good repeatability and stability in the time of can guaranteeing the wire rope distortion preferably.
The invention has the beneficial effects as follows: steel wire deformation measurement method for testing and device thereof utilize the principle of optical lever and direct reflection in this strand wire, realize amplifying the measurement of reading small wire rope tensile elongation with simple structure, for people's test provides convenience.
Description of drawings
The invention will be further described below in conjunction with drawings and Examples.
Accompanying drawing 1 is the side structure and the principle schematic of steel wire deformation measurement method for testing and device thereof in the strand wire.
Among the figure, 1. motor-driven chuck, 2. wire rope, 3. fixedly chuck, 4. scale, 5. telescope, 6. front fulcrum, 7. level crossing, 8. rear fulcrum.
Embodiment
In the accompanying drawings, the hydraulic dynamometer upper and lower side of steel wire deflection proving installation in the strand wire is provided with the motor-driven chuck 1 that is parallel to each other and fixing chuck 3; Fixedly vertically be installed with wire rope 2 to be measured between chuck 3 and the motor-driven chuck 1, evenly be provided with measuring point on this wire rope 2; One side of this wire rope 2 to be measured is provided with the optical lever of being made up of the level crossing 7 that has three fulcrums, vertical scale 4 and telescope 5; Three fulcrums of level crossing 7 constitute an equilateral triangle, and two front fulcrums 6 are fixed on testing machine fixedly on the chuck 3, and rear fulcrum 8 is fixedlyed connected with the tested point on the wire rope 2; This level crossing 7 can serve as that axle rotates with the line between two front fulcrums 6; One and level crossing 7 corresponding telescopes 5 are installed on this scale 4, can conveniently see the content that reflects on the minute surface.
When testing, it is parallel with vertical scale 4 to regulate level crossing 7 verticals, by coarse adjustment and accurate adjustment 0 scale up to the right-angled intersection point alignment scale of telescope 5, and make the horizontal line of telescope 5 barrelshifts and level crossing 7 centers contour, what at this moment see in the telescope 5 is and the rod reading r of telescope 5 with eminence
0Apply pulling force by hydraulic jack, motor-driven chuck 1 rising stretching wire rope 2, at this moment, the amount of tension of the wire rope 2 of deformation is
ΔL, the rear fulcrum 8 of level crossing 7 also rise thereupon, are axle with the line between two front fulcrums 6, the level crossing 7 outward-dipping θ angles that turn over, because reflection law is as can be known, what at this moment enter telescope 5 is that incident angle is the rod reading r at θ place
i, the angle between incident angle and the reflection angle is 2 θ; The reading that records for twice is subtracted each other, i.e. r
i-r
0=L; If the horizontal range between front fulcrum 6 and wire rope 2 measuring points is b, the horizontal range between front fulcrum 8 and the scale 4 is D, can get tg θ=
ΔL/b, tg2 θ=L/D derives
ΔL=Lb/2D loads 2KN respectively with each measuring point, 4KN, and 6KN, 8KN repeats 5 times, and three approaching secondary data of retention data are averaged and promptly be can be used as test basis.