調(diào)整了鋼筋混凝土用鋼種
Steel grades for reinforced concrete have been adjusted
(1)列入500MPa鋼筋。考慮到500MPa級(jí)鋼筋應(yīng)用的實(shí)際需求,在進(jìn)行大量試驗(yàn)研究和試點(diǎn)工程應(yīng)用的基礎(chǔ)上,在《設(shè)計(jì)規(guī)范》中列入了500MPa級(jí)500MPa并對(duì)其設(shè)計(jì)計(jì)算、配筋構(gòu)造均提出了細(xì)致要求。但考慮到缺少相應(yīng)的試驗(yàn)數(shù)據(jù),500MPa鋼筋的疲勞設(shè)計(jì)參數(shù)仍未列入。
(1) Include 500 MPa steel bar. Considering the actual demand of 500 MPa grade steel bar application, on the basis of a large number of experimental research and pilot project application, 500 MPa grade 500 MPa is included in the Design Code for the first time, and detailed requirements are put forward for its design calculation and reinforcement structure. However, considering the lack of relevant test data, the fatigue design parameters of 500 MPa steel bars have not been included.
(2)列入細(xì)晶粒鋼筋。以前期材料及結(jié)構(gòu)研究為基礎(chǔ),納入了HRBF335. HRBF400、HRBF500三種細(xì)晶粒鋼筋。但考慮到細(xì)晶粒鋼筋焊接的實(shí)際問(wèn)題,《設(shè)計(jì)規(guī)范》提出細(xì)晶粒鋼筋的焊接應(yīng)經(jīng)試驗(yàn)確定。
(2) Include fine grain reinforced bar. On the basis of previous material and structure studies, three kinds of fine grain reinforced bars, HRBF335. HRBF400 and HRBF500, were included. However, considering the actual problem of welding fine grain steel bar, the Code of Design proposes that the welding of fine grain steel bar should be determined by test.
(3)以HPB300鋼筋替代HPB235鋼筋。根據(jù)標(biāo)準(zhǔn)《鋼筋混凝土用鋼 第1部分:熱軋光圓鋼筋》( GB 1499. 1-2008)的規(guī)定,考慮到推廣高強(qiáng)鋼筋的需要,建筑工程中淘汰HPB235光圓鋼筋,推廣應(yīng)用HPB300鋼筋。
(3) Replace HPB235 steel bar with HPB300 steel bar. According to the national standard "Steel for Reinforced Concrete Part 1: Hot Rolled Round Reinforcement Bar" (GB 1499.1-2008), considering the need to promote high-strength reinforcement, HPB235 round reinforcement bars were eliminated in construction projects, and HPB300 reinforcing bars were comprehensively promoted and applied.
(4)保留了RRB400鋼筋?!对O(shè)計(jì)規(guī)范》保留了RRB400鋼筋品種,但規(guī)定不宜焊接。可理解為此鋼筋即為新修訂的《鋼筋混凝土用余熱處理鋼筋》( GB 13014-1991)中的不可焊余熱處理鋼筋RRB400,RRB400W鋼筋雖未列入,但如有可靠焊接依據(jù),也可應(yīng)用。HRB500鋼筋由于(GB 13014-1991)產(chǎn)品標(biāo)準(zhǔn)修訂未及時(shí)完成,暫未納入。
(4) RRB400 reinforcing bar was retained. The RRB400 steel bar is retained in the Design Code, but it is not suitable for welding. It can be understood that the reinforcing steel bar is RRB400, which is a non-weldable waste heat treatment reinforcing steel bar in the newly revised GB 13014-1991. Although RRB400W reinforcing steel bar is not included, it can also be applied if there is reliable welding basis. HRB500 reinforcing bar has not been included in the revised product standard (GB 13014-1991).
注:1.用作受剪、受扭、受沖切承載力計(jì)算的箍筋,抗拉設(shè)計(jì)強(qiáng)度f(wàn)yv按fy數(shù)值取用,但其數(shù)值小應(yīng)大于360N/mm2:
Note: 1. For stirrups used for calculating shear, torsion and punching shear capacity, the tensile design strength FYV is chosen according to the value of fy, but its value should be smaller than 360N/mm2:
2.用作局部承壓的間接配筋,以及受壓構(gòu)件約束混凝上配置的箍筋,抗拉設(shè)計(jì)強(qiáng)度f(wàn)y按表中數(shù)值取用。
2. As indirect reinforcement for local compression and stirrups for confined coagulation of compressive members, the tensile design strength FY is selected according to the values in the table.
The above contents are wholesaled and published by Jinan reinforcing steel bar. More related contents can be clicked for consultation: http://m.iheartcartagena.com/