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Full-bolt high-load beam column supporting piece
A full-bolt high-load beam column supporting piece relates to a beam column supporting structure and is characterized in that a diameter expanding section (13) is arranged on the upper portion of a lower inserting pipe (15), the lower inserting pipe is connected with the upper end of a lower pipe steel column (16) in an inserting mode, at least one face of the four walls of the diameter expanding section is provided with a [-shaped connecting supporting plate (9), one end of a horizontal square pipe steel beam (8) is arranged on the [-shaped connecting supporting plate in a sleeved mode, and the other end of the horizontal square pipe steel beam (8) is connected with the lower inserting pipe in an inserting mode. At least two long-strip screws (6) sequentially penetrate through a through hole, close to one end, of the horizontal square tube steel beam, a through hole (21) of an upper plate (20), a chambering hole (10) of a lower plate, a chambering hole, close to one end, of the horizontal square tube steel beam, an elastic washer and a penetrating hole (25) in the middle of a sliding plate (11) and then are locked through nuts (12). The square pipe steel column is connected through the upper inserting pipe and the lower inserting pipe which are arranged on the upper portion and the lower portion of the expanding section respectively, and high connection strength is obtained; high supporting strength is obtained through the inserting connection of the U-shaped connecting supporting plate and the horizontal square tube steel beam.
一种全螺栓高载荷梁柱支撑件,涉及一种梁柱支撑结构,下插接管(15)上部设有扩径段(13),下插接管插接下方管钢柱(16)的上端,在扩径段四壁的至少一个面上设有“ㄈ”字形连接支撑板(9),水平方管钢梁(8)一端套在“ㄈ”字形连接支撑板上,由至少两根长条螺丝(6)依次穿过水平方管钢梁靠近一端的通孔、上部板(20)的通孔(21)、下部板的扩孔(10)和水平方管钢梁靠近一端的扩孔、弹性垫圈和滑板(11)中部的穿孔(25)后由螺母(12)锁死;本发明通过扩径段上下分别设置的上插接管和下插接管连接方管钢柱,获取了较高的连接强度;“ㄈ”字形连接支撑板与水平方管钢梁的插接连接获取了较高的支撑强度。
Full-bolt high-load beam column supporting piece
A full-bolt high-load beam column supporting piece relates to a beam column supporting structure and is characterized in that a diameter expanding section (13) is arranged on the upper portion of a lower inserting pipe (15), the lower inserting pipe is connected with the upper end of a lower pipe steel column (16) in an inserting mode, at least one face of the four walls of the diameter expanding section is provided with a [-shaped connecting supporting plate (9), one end of a horizontal square pipe steel beam (8) is arranged on the [-shaped connecting supporting plate in a sleeved mode, and the other end of the horizontal square pipe steel beam (8) is connected with the lower inserting pipe in an inserting mode. At least two long-strip screws (6) sequentially penetrate through a through hole, close to one end, of the horizontal square tube steel beam, a through hole (21) of an upper plate (20), a chambering hole (10) of a lower plate, a chambering hole, close to one end, of the horizontal square tube steel beam, an elastic washer and a penetrating hole (25) in the middle of a sliding plate (11) and then are locked through nuts (12). The square pipe steel column is connected through the upper inserting pipe and the lower inserting pipe which are arranged on the upper portion and the lower portion of the expanding section respectively, and high connection strength is obtained; high supporting strength is obtained through the inserting connection of the U-shaped connecting supporting plate and the horizontal square tube steel beam.
一种全螺栓高载荷梁柱支撑件,涉及一种梁柱支撑结构,下插接管(15)上部设有扩径段(13),下插接管插接下方管钢柱(16)的上端,在扩径段四壁的至少一个面上设有“ㄈ”字形连接支撑板(9),水平方管钢梁(8)一端套在“ㄈ”字形连接支撑板上,由至少两根长条螺丝(6)依次穿过水平方管钢梁靠近一端的通孔、上部板(20)的通孔(21)、下部板的扩孔(10)和水平方管钢梁靠近一端的扩孔、弹性垫圈和滑板(11)中部的穿孔(25)后由螺母(12)锁死;本发明通过扩径段上下分别设置的上插接管和下插接管连接方管钢柱,获取了较高的连接强度;“ㄈ”字形连接支撑板与水平方管钢梁的插接连接获取了较高的支撑强度。
Full-bolt high-load beam column supporting piece
一种全螺栓高载荷梁柱支撑件
ZHANG AO (Autor:in) / ZHA LYUYING (Autor:in) / XIONG YE (Autor:in) / DANG JUNHU (Autor:in) / LIU YAJIAO (Autor:in) / XU JIANNAN (Autor:in) / DAI XIAOSEN (Autor:in) / XING YAN (Autor:in) / ZHANG HANYUE (Autor:in) / HUANG SHUAI (Autor:in)
10.10.2023
Patent
Elektronische Ressource
Chinesisch
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