Experimental testing of concrete

The next stage of experimental study on testing prototypes of concrete, polymer concrete, polymer cement fiber concrete and concrete polymers was carried out at the "A.S. Akhmetov Nanoengineering Research Methods Laboratory" as part of the program "BR24992867 - Development of resource-saving technologies for the development and management of water management and processing industry in Kazakhstan, creation of an innovative engineering center." Research and development includes the following tasks of the program's calendar plan:

1) 2.5.1 Investigation of the quality of new building materials, geometric

dimensions and shapes of structures;

2) 2.5.2 Investigation of the structure and physico-mechanical and operational properties of hydraulic polymer concrete;

3) 2.5.3 Development of technological parameters for obtaining polymer concrete.

The tests were conducted by Senior researchers, PhD Atenov Y.I. and Master Shanshabaev N.A. under the guidance of Leading researcher, Doctor of Technical Scienses Bekbasarov I.I.

Pre-manufactured concrete prototypes at the first stages of research were subjected to compression testing in order to establish their strength. The types of control and prototype concrete samples, their names and markings are shown in Table 1. The tests were carried out using a hydraulic press P-125 in accordance with the requirements of GOST 10180-2012 Concretes. Methods for determining strength from control samples. Fragments of the process of testing concrete samples for compression are shown in Fig. 1. The test results are shown in Table 2.

Table 1 - Information on samples produced for testing

No.

Labeling

Name

1

К 1-15

Control concrete

2

FC 1-15

Polypropylene fiber concrete

3

FMR 1-15

Polymer-cement concrete with MR 1033 additive

4

FPP 1-15

Polymer-cement concrete with PSP-1 additive

5

FPCMR 1-15

Polymer cement fiber concrete with MR 1033 additive

6

FPCPP 1-15

Polymer cement fiber concrete with PSP-1 additive

7

KE 1-15

Concrete polymer treated with polyester resin PN

 

Fig. 1. The compression testing process on the hydraulic press P-125

Table 2 – Compression test results for concrete samples

Marking

 

Sample Characteristics

Test results

Weight,

g

Dimensions, cm

 

Destructive load, kN

 

The strength

of the sample reduced to

the base

size, MPa

The average

strength

of the samples

in the series,

MPa

К1

2163

10×10×10

202.83

19.27

19.25

К2

2137

202.04

19.19

К3

2124

203.80

19.28

К7

2288

194.51

18.48

18.49

К8

2209

193.55

18.39

К9

2241

195.65

18.59

FC1

2093

10×10×10

212.97

20.23

20.24

FC2

2143

212.14

20.15

FC3

2133

213.99

20.33

FC7

2264

203.15

19.30

19.31

FC8

2276

202.38

19.23

FC9

2248

204.08

19.39

КЕ1

2166

10×10×10

207.90

19.75

19.75

КЕ2

2210

207.09

19.67

КЕ3

2166

208.89

19.84

КЕ7

2390

203.76

19.36

19.07

КЕ8

2394

198.39

18.85

КЕ9

2342

200.01

19.00

FMR1

2289

10×10×10

273.90

26.02

25.91

FMR2

2299

272.10

25.84

FMR3

2238

272.54

25.89

FMR7

2347

269.34

25.59

25.23

FMR8

2300

267.49

25.41

FMR9

2379

259.98

24.70

FPP1

2249

10×10×10

268.10

25.46

25.60

FPP2

2228

270.00

25.65

FPP3

2227

270.50

25.70

FPP7

2312

256.09

24.33

24.45

FPP8

2307

257.80

24.49

FPP9

2300

258.22

24.53

FPCMR1

2150

10×10×10

310.21

29.47

29.39

FPCMR2

2186

308.85

29.34

FPCMR3

2137

309.04

29.36

FPCMR7

2265

296.53

28.17

28.07

FPCMR8

2303

294.98

28.02

FPCMR9

2308

294.95

28.02

FPCPP1

2125

10×10×10

300.10

28.50

28.5

FPCPP2

2136

302.01

28.60

FPCPP3

2175

301.57

28.65

FPCPP7

2259

295.70

28.09

28.2

FPCPP8

2284

297.66

28.28

FPCPP9

2264

297.19

28.23