工程建筑工程英標規(guī)范(鋼筋)中英文(編輯修改稿)
2025-05-09 02:55 本頁面
【文章內(nèi)容簡介】 y the Engineer. 按照監(jiān)理工程師的指示將進場的鋼筋細分為最大質(zhì)量為100噸的試驗單位或者細分成同一鑄件的同一直徑的產(chǎn)品。 One set of test results for each bar size shall be submitted to the Engineer39。s Representative. Remaining tests will be carried out at the discretion of the Engineer’s Representative. 在混凝土工程現(xiàn)場開工前，向監(jiān)理工程師代表提交每種鋼筋尺寸的一套試驗結(jié)果。 Where any test results do not confirm to the values laid down in the above standards, the defective materials shall be removed from the site. 當試驗結(jié)果不符合上述標準中規(guī)定的數(shù)值時，有缺陷的材料應從現(xiàn)場清除。 Submit to Engineer, manufacturer39。s and/or supplier39。s and/or installer39。s affidavit stating that material or product provided plies with Contract Documents. 應向監(jiān)理工程師提交制造商和/或供應商和/或安裝商的宣誓書。該宣誓書應說明提供的材料或產(chǎn)品符合合同文件。PART 2 PRODUCTS 第二節(jié) 產(chǎn)品 MATERIAL 材料 High yield steel reinforcing bars used for the work shall have a minimum yield stress of 460 N/mm2 (Hot Rolled) plying to BS 4449. 用于工程的高屈服鋼筋根據(jù)BS4449應具有最小屈服應力460 N/mm2（熱軋）。 Mild steel reinforcement shall be of plain round bars with minimum yield stress of 250 N/mm2. 低炭鋼筋應該是光圓鋼筋，其最小屈服應力為250 N/mm2. Welded Wire Fabric shall conform to BS 4483. 焊接鋼絲應符合BS 4483. Coldworked steel bars shall not be used as lifting hooks. 吊鉤鋼筋不得使用冷加工鋼筋材料。 Couplers of reinforcement are to be of the lapping type, and used on all bars on members where shown on the drawings. 鋼筋連接采用搭接式；應按照圖紙所示對構件的所有鋼筋使用搭接連接。 Flash weld can be used in the connection works, and shall follow BS4449. 鋼筋連接可采用閃光焊，并要符合規(guī)范4449中的相關規(guī)定。 FABRICATION 鋼筋加工 General: Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances plying with BS 4466. I 總則：按照所需形狀和尺寸加工鋼筋，加工公差符合BS4466。 Handling: Bending, placing, spacing and splicing of steel shall ply in all cases with the requirements of BS 4466. 處理：鋼筋的彎曲、設置、間距和搭接應符合BS4466的要求。 Unacceptable Materials: Reinforcement with any of the following defects will not be permitted in the Work: 不可接受的材料： 如果鋼筋有以下一種情況，它就不能用于工程。 a) Bar lengths, depths, and bends exceeding specified fabrication tolerances. 鋼筋長度、厚度和彎曲超過規(guī)定的加工公差。 b) Bends or kinks not required by the Work. 工程不需要的彎曲或紐結(jié) c) Bars with reduced crosssection due
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