調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級鋼筋應用的實際需求，在進行大量試驗研究和試點工程應用的基礎上，在《設計規范》中列入了500MPa級500MPa并對其設計計算、配筋構造均提出了細致要求。但考慮到缺少相應的試驗數據，500MPa鋼筋的疲勞設計參數仍未列入。
(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)列入細晶粒鋼筋。以前期材料及結構研究為基礎，納入了HRBF335. HRBF400、HRBF500三種細晶粒鋼筋。但考慮到細晶粒鋼筋焊接的實際問題，《設計規范》提出細晶粒鋼筋的焊接應經試驗確定。
(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。根據標準《鋼筋混凝土用鋼 第1部分：熱軋光圓鋼筋》( GB 1499. 1-2008)的規定，考慮到推廣高強鋼筋的需要，建筑工程中淘汰HPB235光圓鋼筋，推廣應用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。《設計規范》保留了RRB400鋼筋品種，但規定不宜焊接?？衫斫鉃榇虽摻罴礊樾滦抻喌摹朵摻罨炷劣糜酂崽幚礓摻睢? 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，也可應用。HRB500鋼筋由于（GB 13014-1991）產品標準修訂未及時完成，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、受沖切承載力計算的箍筋，抗拉設計強度fyv按fy數值取用，但其數值小應大于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，以及受壓構件約束混凝上配置的箍筋，抗拉設計強度fy按表中數值取用。
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.
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