HRB400E Udidi III lwentsimbi ekhubazekileyo yenyikima

I-HRB400E Udidi lwe-III lwentsimbi ye-seismic deformed Umfanekiso obonakalayo

Inkcazo: 6-50

Ukuthumela ngaphandle: i-pallet yamaplanga olwandle

Igama lesiTshayina: ikopi yokuqinisa i-HRB400, i-hot-rolled ribbed reinforcement, oko kukuthi, iBanga le-III intsimbi.

Amandla esivuno: ukuqinisa i-HRB400 lixabiso lamandla emveliso esemgangathweni ye-400MPa yokuqinisa, kunye nexabiso loyilo yi-360MPa.

Thumela i-imeyile kuthi

Iinkcukacha zeMveliso

Iithegi zeMveliso

Ingcaciso yeMveliso

I-HRB400E yeBanga le-III ye-seismic deformed steel bar isetyenziswa kakhulu njengentsimbi yokwakha.Kutheni le nto ilizwe kufuneka liqhube ulwakhiwo lweziseko ezingundoqo?Iziseko zophuhliso ziya kuqhuba ukusetyenziswa kwamashishini emveli afana nentsimbi kunye nesamente.Ukulungiswa kwe-Rebar yeyona nto isisiseko yezinto ezisetyenziswayo zokwakha.Phakathi kwazo, iiprojekthi ezinkulu zeziseko ezingundoqo ezifana neDama leeGorges eziThathu kunye nenkxaso yetonela zonke zifuna ukutshintshwa.Ukuze kuphuculwe amandla okuxinzelela kwendlela yokuhamba kwiindlela eziphambili zezithuthi ezihamba rhoqo ngezithuthi ezinzima, i-pavement isoloko igalelwe ngemisonto kunye nekhonkrithi, ebhetele kunamandla acinezelayo we-asphalt pavement.

I-Rebar idla ngokusetyenziswa kwikhonkrithi eyomeleziweyo.Umsebenzi wayo wemigca kukwandisa amandla okukhuhlana, ukuze i-rebar kunye nekhonkrithi zinokuluma kunye kwaye zenze yonke into.Ngaphantsi kwesenzo samandla angaphandle, akuyi kuvelisa i-jerking phenomenon, kunye nokuphucula amandla ekhonkrithi.

Isicelo

Uhlobo	Impazamo(mm)	Indawo enqamlezileyo(mm²)	Ubunzima bethiyori(kg/m)	9Ubunzima(ikg)	12Ubunzima(ikg)
6Φ	±0.3	28.27	0.222	1.998	2.664
8Φ	±0.4	50.27	0.395	3.555	4.740
10Φ	±0.4	78.54	0.617	5.553	7.404
12Φ	±0.4	113.10	0.888	7.992	10.656
14Φ	±0.4	153.90	1.210	10.890	14.520
16Φ	±0.4	201.10	1.580	14.220	18.960
18Φ	±0.4	254.50	2.000	18.000	24.000
20Φ	±0.5	314.20	2.470	22.230	29.640
22Φ	±0.5	380.10	2.980	26.820	35.760
25Φ	±0.5	490.90	3.850	34.650	46.200
28Φ	±0.6	615.80	4.830	43.470	57.960
32Φ	±0.6	804.20	6.310	56.790	75.720
36Φ	±0.6	1018.00	7.990	71.910	95.880
40Φ	±0.7	1257.00	9.870	88.830	118.440
50Φ	±0.8	1964.00	15.420	138.780	185.040