Insimbi ekhubazekile ye-HRB400E Class III

I-HRB400E I-Class III yensimbi ekhubazekile yokuzamazama komhlaba Isithombe Esifakiwe

Ukucaciswa: 6-50

Thekelisa: Iphalethi yokhuni yasolwandle

Igama lesiShayina: Ikhophi yokuqinisa i-HRB400, i-hot-rolled ribbed reinforcement, okungukuthi, iBanga III lensimbi.

Amandla esivuno: i-HRB400 yokuqiniswa iyinani elijwayelekile lamandla esivuno se-reinforcement 400MPa, futhi inani lokuklama lingu-360MPa.

Thumela i-imeyili kithi

Imininingwane Yomkhiqizo

Omaka bomkhiqizo

Incazelo Yomkhiqizo

Ibha yensimbi ekhubazekile ye-HRB400E yeBanga lesi-III isetshenziswa kakhulu njengensimbi yokwakha.Kungani izwe kufanele liqhube ukwakhiwa kwengqalasizinda?Ingqalasizinda izoqhuba ukusetshenziswa kwezimboni zendabuko ezifana nensimbi nosimende.Ukulungiswa kwe-rebar kuyizinto ezisetshenziswa kakhulu zokwakha.Phakathi kwazo, imiklamo emikhulu yengqalasizinda efana ne-Three Gorges Dam nokwesekwa komhubhe konke kudinga ukulungiswa kabusha.Ukuze kuthuthukiswe amandla acindezelayo e-pavement emigwaqweni emikhulu yethrafikhi enezimoto eziningi ezisindayo, umgwaqo uvame ukugandaywa ngentambo nokhonkolo, ongcono kunamandla acindezelayo we-asphalt pavement.

I-Rebar ivamise ukusetshenziselwa ukhonkolo oqinisiwe.Umsebenzi wayo wemigqa ukukhulisa amandla okungqubuzana, ukuze i-rebar kanye nokhonkolo kuluma ndawonye futhi kwakhe konke.Ngaphansi kwesenzo samandla angaphandle, ngeke akhiqize into enyakazayo, futhi athuthukise amandla okukhonkolo.

Isicelo

Uhlobo	Iphutha(mm)	Indawo yesiphambano(mm²)	Isisindo sethiyori(kg/m)	9Isisindo(kg)	12Isisindo(kg)
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