Transcript eqperimentuli monacemebi betonis danamatis Conplast RP 264-is Sesaxeb 12 ivnisi 2006 eqsperimenti Catarebuli iqna kiriak zavrievis samSeneblo meqanikisa da seismomedegobis institutSi betonis.

eqperimentuli monacemebi betonis danamatis Conplast RP 264-is Sesaxeb
12 ivnisi 2006
eqsperimenti Catarebuli iqna kiriak zavrievis samSeneblo meqanikisa da seismomedegobis institutSi betonis fiziko-qimiuri meqanikis
laboratoriaSi
eqsperimentis mizani iyo sakontrolo(danamatis gareSe) da danamatiani (conplast RP 264) betonebis simtkiceebis Sedareba, rodesac
cementis xarji danamatian betonSi sakontrolosTan SedarebiT iyo 25% -iT naklebi, xolo konusis jdena iyo (20sm)
standartebTan Sesabamisoba
danamati warmoadgens saerTaSoriso kompania Fosroc International-is produqts da Seesabameba Semdeg standartebs
- ASTM C494
- BS 5075
- BSEN 934-2
danamati Conplast RP264
- ayovnebs betonis Sekvras ramdenime saaTis ganmavlobaSi, Sesabamisad Zalian mizanSewonilia misi gamoyeneba miqserebiT betonis
transportirebisas (transportirebis dros ar saWiroebs wylis damatebas)
- udanamato betonTan SedarebiT ar axangrZlivebs ganyalibebis vadebs
- mniSvnelovnad zrdis betonis simtkices (Tu ar xdeba cementis xarjis Semcireba)
-zrdis betonis simkvrivesa da wyaluJonvadobas
- amcirebs wylis Semcvelobas betonSi da zrdis betonis plastikurobas, Sesabamisad advilia betonis Calageba
- cementis xarjis Semcirebis SemTxvevaSi simtkice aranaklebia an aRemateba udanamato betonis simtkices.
- betonis konkretuli receptidan gamomdinare, cementis xarjis Semcirebis xarjze (betonis saproeqto simtkicis Seumcireblad), SesaZlebelia 1kub.m.
betonis Rirebulebis Semcireba.
- ar Seicavs qloridebs da Sesabamisad, ar iwvevs armaturis korozias
laboratoriuli eqsperimenti
Semadgenloba 1
cementi 530kg. m400
qviSa 680kg
daRorRili xreSi 900kg moduli 3,5
wyali 222,6l
w/c 0,42
konusis jdena 20 sm
Semadgenloba 2 (daklebulia 25% cementi da 25% wyali)
cementi 398kg. m400
qviSa 746kg
daRorRili xreSi 966kg
wyali 167l
danamati RP264 3.2l
w/c 0,42
konusis jdena 20 sm
Sedegebi me-7 dRe 19 ivnisi
betonis nimuSi
TariRi
asaki,dRe
nimuSis masa
simtkice (mpa)
Mix # 1.1 (sakontrolo)
19,06,06
7
2,43
27,8
Mix # 1.2 (sakontrolo)
19,06,06
7
2,49
26,2
Mix # 2.1 (danamatiani)
19,06,06
7
2,475
33,2
Mix # 2.2 (danamatiani)
19,06,06
7
2,451
32,5
TariRi
asaki,dRe
nimuSis masa
simtkice (mpa)
Mix # 1.1 (sakontrolo)
10,07,06
28
2,46
32,2
Mix # 1.2 (sakontrolo)
10,07,06
28
2,465
32,6
Mix # 2.1 (danamatiani)
10,07,06
28
2,54
40,3
Mix # 2.2 (danamatiani)
10,07,06
28
2,54
40,6
saSualo simtkice (mpa)
27
32,8
Sedegebi 28-e dRe 1 ivlisi
betonis nimuSi
saSualo simtkice (mpa)
32,4
40,4
ekonomiuri efeqti
1m3 betonis Rirebuleba danamatis gareSe :
udanamato Semadgenloba
raodenoba
1kg. fasi
fasi
cementi
530
0,15
79,50
qviSa
680
0,017
11,56
xreSi
900
0,017
15,30
jami
106,36
1m3 betonis Rirebuleba Conplast RP264 danamatiT :
danamatiani Semadgenloba
raodenoba
1kg. fasi
fasi
cementi
398
0,15
59,70
qviSa
746
0,017
12,68
xreSi
966
0,017
16,42
danamati RP264
3,2
3,12
9,98
jami
98,79
miRebuli Sedegebis analizi:
betonis danamatis Conplast RP264-is gamoyenebam 25% cement-Semcirebul raodenobaSi
mogvca simtkicis zrda sakontrolo nimuSebTan SedarebiT. kerZod:
7 dRes - 18%
28 dRes - 24%
amavdroulad betonis narevSi Semavali ingredientebis da betonis danamatis dRevandeli
sabazro fasebis gaTvaliswinebiT:
cementi 1tona _ 150lari
qviSa 1tona _ 30lari
RorRi 1tona _ 30lari
danamati 1litri _ 3,12lari
am konkretuli SemTxvevisTvis ekonomiuri efeqti 1m3-ze gaangariSebiT
Seadgens 7,57 lari.
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