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Test method for splitting tensile strength tester of Keyu brand TSK-75 permeable pavement brick

NegotiableUpdate on 04/30
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Test method for splitting tensile strength tester of Keyu brand TSK-75 permeable pavement bricks Test device for splitting tensile strength of Keyu brand TSK-75 permeable pavement bricks Test device for flexural strength of permeable pavement panels Test method for flexural strength of permeable pavement panels The test method for flexural strength of permeable pavement panels adopts the normative R record A, basically referring to Appendix F of EN1339:2003 "Concrete Pavement Panels" standard. Specific regulations have been made for instrument equipment, auxiliary tools, product curing age, and types of leveling materials to minimize the testing caused by human and equipment factors

Product Details

Test device for splitting tensile strength of Keyu brand TSK-75 permeable pavement brick Test method for splitting tensile strength of Keyu brand TSK-75 permeable pavement brick

Test device for flexural strength of permeable channel panels

Test method for flexural strength of permeable channel panels

The flexural strength test method for permeable waterway panels adopts standardization

Record A ", basically referring to the EN1339:2003" Concrete pavement slab "standard

Appendix F of the standard specifies specific provisions for instruments and equipment, auxiliary tools, product maintenance age, and types of leveling materials to minimize human error

Test errors caused by equipment. The main changes include: considering the trial

Test the range of the machine, take the largest plate width of the test piece as 200mm. When the size of the water passage panel is larger than this, it needs to be cut.

The requirement that the width of the test piece should not exceed 200mm is due to the fact that large-sized road panels cannot be placed on the test benches of the vast majority of testing machines

* Line cutting is required. Therefore, using a relative * specimen plate width is beneficial for data comparison; It is also beneficial for quality control during production (road panels with the same strength grade can use the same mix ratio without considering it)

The size of the product.

Splitting tensile strength test device (fixture) for permeable pavement bricks

permeable

Test method for splitting tensile strength tester of Keyu brand TSK-75 permeable pavement brick

1. Hydraulic pressure testing machine

The relative error of the indication of the hydraulic pressure testing machine should not exceed 1%, and at least one section of the upper and lower pressure plates should be a ball joint support that can be rotated freely; The range selection should enable the expected flexural failure load of the specimen to be between 20% and 80% of the full range.

2. Two gaskets

Each piece should be (15 ± 1) mm wide and (4 ± 1) mm thick, and the length of the gasket should be at least 10mm longer than the expected fracture surface of the specimen. The material of the gasket is plywood.

3. Steel ruler

Division value 1 mm

4. Vernier caliper

(0-125)mm, Precision 0.02mm,

5. Cutting machine, polishing machine, level ruler

6. Workbench

A smooth flat surface with a suitable area and a hard material surface. Only after passing the verification with a level ruler can it be put into use.

Selection of test specimens:

The number of test pieces is five complete permeable bricks. The curing age of permeable concrete pavement bricks after forming should be greater than 28 days.

Experimental Procedure:

Place the test piece and two gaskets on the hydraulic pressure testing machine as specified. Apply the load uniformly at a rate of 0.04MPa/s-0.06MPa/s until the specimen breaks, and record the failure load P.

Calculation of experimental results:

Calculate the area of the failure surface of the specimen according to the formula, accurate to 0.1mm ^ 2:

S=l*t

Where:

S - The area of the damaged surface, measured in square millimeters (mm ^ 2);

L - The average length of the two sections of failure on the upper and lower surfaces of the specimen, measured in millimeters (mm);

The average of two thickness values measured at both ends of the damaged section of the specimen, in millimeters (mm)

Calculate the splitting tensile strength Fu of the specimen according to the formula

Fu=0.637*k*(P/S)

Where:

Fu - splitting tensile strength, in megapascals (MPa);

P - destructive load, unit: Newton CN);

K - correction factor for specimen thickness,

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Execution standard:GBT25993-2010Permeable pavement bricks and slabs

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