FIELD: construction.
SUBSTANCE: invention relates to methods and devices for determining strength of a building composite reinforcement rod in process of its production to ensure control of stability of technological process and compliance with certification indicators recorded during inspection of production conditions. Method comprises sampling, execution of successive stepped grooves and collars at ends of grooves thereon, loading of collars with increasing load and registration of load-displacement values. Shoulder shift is performed towards sample compression while maintaining perpendicular position of bead butt to shear force direction. Actual values of maximum values of adhesion forces Faf for equal width of bead hb are arranged for different values of shear diameters dsh i, per conversion unit perpendicular to barrel body conjugation surface, then successively varying width values of bead hb towards increase and decrease by fixed value +Δhb and -Δhb, corresponding values Faf and, comparing obtained results, determining stability of strength characteristics of rod along axis "X" of sample, determining proportionality of change in adhesion force Faf width of bead width hb, and the layer depth from the periphery to the rod center along the "R" coordinate, determining proportionality of the adhesion force change Faf value of diameters of shift dsh i. Device comprises base, mounted on it movable support with power drive and cam sample clamp and fixed strain gage, between strain gage and stepped end of sample there is a holder with cylindrical sockets, in each of which a pusher is mounted, equipped on the sample side with an annular stop, the inner diameter of which coincides with the test diameter of shift dsh, and on the side of strain gage with spherical tip.
EFFECT: possibility of operative control of the composite rod manufacturing quality in production conditions along the layer depth along the radius R of the rod and length along the fibers along the X axis of the rod, with increased efficiency and accuracy of measurements.
6 cl, 9 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD AND DEVICE FOR DETERMINING MECHANICAL CHARACTERISTICS OF A CONSTRUCTION COMPOSITE REINFORCEMENT | 2016 |
|
RU2676558C2 |
METHOD OF DETERMINING ADHESION STRENGTH OF FIBRES IN UNIAXIALLY ORIENTED FIBROUS COMPOSITE MATERIALS | 2014 |
|
RU2565358C1 |
APPARATUS FOR DETERMINING STRENGTH CHARACTERISTICS OF SOIL | 0 |
|
SU1283285A1 |
RING TENSILE TESTING DEVICE AND TEST METHOD | 2018 |
|
RU2688590C1 |
METHOD FOR ASSESSING QUALITY OF TECHNOLOGY FOR MANUFACTURING SAMPLES FROM COMPOSITE MATERIALS FOR DEVELOPING TECHNOLOGY OF PRODUCING PRODUCTS FROM COMPOSITE MATERIALS | 2023 |
|
RU2806241C1 |
CHEMICAL COMPOSITION OF REINFORCING BARS | 2022 |
|
RU2802045C1 |
METHOD FOR MAKING SPECIMEN TO DETERMINE STRENGTH OF ADHESION OF SPRAY-DEPOSITED COATING TO METAL BACKING | 0 |
|
SU1733977A1 |
COMPOSITE FIBRE-GLASS REINFORCEMENT (VERSIONS) | 2012 |
|
RU2520542C1 |
CARBON PLASTIC SAMPLE STRUCTURE DEFECT TYPE DETERMINING ACOUSTIC-EMISSION METHOD | 2017 |
|
RU2676209C9 |
METHOD OF MUD FLUSH SELECTING FOR CONSTRUCTION OF INCLINED AND HORIZONTAL WELLS TROUBLED IN UNSTABLE ARGILLACEOUS DEPOSITS | 2016 |
|
RU2620822C1 |
Authors
Dates
2019-12-18—Published
2018-11-14—Filed