{"id":21240,"date":"2023-05-22T14:53:25","date_gmt":"2023-05-22T06:53:25","guid":{"rendered":"http:\/\/www.jdcui.com\/?page_id=21240"},"modified":"2026-02-10T08:58:27","modified_gmt":"2026-02-10T00:58:27","slug":"%e6%89%8b%e7%bb%98%e5%a4%a7%e6%a0%b7-detail-drawing","status":"publish","type":"page","link":"http:\/\/www.jdcui.com\/?page_id=21240","title":{"rendered":"Detail Drawing [\u624b\u7ed8\u5927\u6837]"},"content":{"rendered":"

\u624b\u7ed8\u5927\u6837 [Detail Drawing]<\/h2>\n
\n

[01]\u00a0[\u624b\u7ed8\u5927\u6837][Detail Drawing] \u5899\u7ad6\u5411\u7b4b\u951a\u5165\u57fa\u7840 [Wall vertical ribs anchor into the foundation]<\/a><\/strong><\/p>\n

[02] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u5899\u7ad6\u5411\u7b4b\u951a\u5165\u9876\u5c42\u677f(\u6881) [Wall vertical reinforcement anchor into the top plate (beam)]<\/a><\/strong><\/p>\n

[03] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u540e\u52a0\u94a2\u677f\u526a\u529b\u5899 [Post added steel plate shear wall]<\/a><\/strong><\/p>\n

[04] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u94a2\u7b4b\u6df7\u51dd\u571f\u60ac\u81c2\u6881\u914d\u7b4b [Reinforcement of reinforced concrete cantilever beams]<\/a><\/strong><\/p>\n

[05] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u94a2\u6881\u4e0e\u6df7\u51dd\u571f\u5899\u7684\u94f0\u63a5\u8fde\u63a5(\u4e00) [Hinged connection between steel beams and concrete walls]<\/a><\/strong><\/p>\n

[06] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u94a2\u6881\u4e0e\u6df7\u51dd\u571f\u5899\u7684\u94f0\u63a5\u8fde\u63a5(\u4e8c) [Hinged connection between steel beams and concrete walls]<\/a><\/strong><\/p>\n

[07] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u94a2\u6881\u4e0e\u6df7\u51dd\u571f\u5899\u521a\u6027\u8fde\u63a5(\u4e00) [Rigid connection between steel beams and concrete walls]<\/a><\/strong><\/p>\n

[08] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u4e0d\u7b49\u9ad8\u6881\u4e0e\u67f1\u521a\u6027\u8fde\u63a5\u6784\u9020[Setting of Horizontal Stiffening Ribs in Columns with Unequal Beam Heights on Both Sides]<\/a><\/strong><\/p>\n

[09] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u6881\u4e0e\u67f1\u94f0\u63a5\u8fde\u63a5\u6784\u9020(\u4e00)[Hinged connection structure between beams and columns]<\/a><\/strong><\/p>\n

[10] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u6881\u4e0e\u67f1\u94f0\u63a5\u8fde\u63a5\u6784\u9020(\u4e8c)[Hinged connection structure between beams and columns]<\/a><\/strong><\/p>\n

[11] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u6881\u4e0e\u67f1\u94f0\u63a5\u8fde\u63a5\u6784\u9020(\u4e09)[Hinged connection structure between beams and columns]<\/a><\/strong><\/p>\n

[12] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u6881\u4e0e\u67f1\u94f0\u63a5\u8fde\u63a5\u6784\u9020(\u4e09)[Hinged connection structure between beams and columns]<\/a><\/strong><\/p>\n

[13] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u6881\u4e0e\u67f1\u94f0\u63a5\u8fde\u63a5\u6784\u9020(\u56db)[Hinged connection structure between beams and columns]<\/a><\/strong><\/p>\n

[14] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u94a2\u6881\u4e0e\u6df7\u51dd\u571f\u6881\u7684\u94f0\u63a5\u8fde\u63a5(\u4e00)[Hinged connection between steel and concrete beams]<\/a><\/strong><\/p>\n

[15] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u94a2\u6881\u4e0e\u6df7\u51dd\u571f\u6881\u7684\u94f0\u63a5\u8fde\u63a5(\u4e8c)(\u690d\u7b4b)[Hinged connection between steel and concrete beams]<\/a><\/strong><\/p>\n

[16] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u94a2\u6881\u4e0e\u6df7\u51dd\u571f\u5899\u7684\u94f0\u63a5\u8fde\u63a5(\u4e09)(\u690d\u7b4b) [Hinged connection between steel beams and concrete walls]<\/a><\/strong><\/p>\n

[17] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u60ac\u81c2\u677f\u914d\u7b4b\u6784\u9020(\u65e0\u9ad8\u5dee) [Cantilever slab reinforcement details]<\/a><\/strong><\/p>\n

[18] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u60ac\u81c2\u677f\u914d\u7b4b\u6784\u9020(\u6709\u9ad8\u5dee) [Cantilever slab reinforcement details]<\/a><\/strong><\/p>\n

[19] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u60ac\u81c2\u677f\u914d\u7b4b\u6784\u9020(\u7eaf\u60ac\u81c2\u677f) [Cantilever slab reinforcement details]<\/a><\/strong><\/p>\n

[20] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u94a2\u725b\u817f [Steel corbel]<\/a><\/strong><\/p>\n

[21] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u94a2\u6881\u8179\u677f\u5706\u5f62\u5b54\u53e3\u5957\u7ba1\u8865\u5f3a [Steel beam with web openings (circular hole with reinforcement)]<\/a><\/strong><\/p>\n

[22] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u53d8\u622a\u9762\u6846\u67b6\u6881\u94a2\u7b4b\u6392\u5e03\u6784\u9020(\u4e00) [Layout of steel bars in variable cross-section frame beams]<\/a><\/strong><\/p>\n

[23] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u53d8\u622a\u9762\u6846\u67b6\u6881\u94a2\u7b4b\u6392\u5e03\u6784\u9020(\u4e8c) [Layout of steel bars in variable cross-section frame beams]<\/a><\/strong><\/p>\n

[24] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u53d8\u622a\u9762\u6846\u67b6\u6881\u94a2\u7b4b\u6392\u5e03\u6784\u9020(\u4e09) [Layout of steel bars in variable cross-section frame beams]<\/a><\/strong><\/p>\n

\u6301\u7eed\u66f4\u65b0\u3002\u3002\u3002<\/strong><\/span><\/p>\n","protected":false},"excerpt":{"rendered":"

\u624b\u7ed8\u5927\u6837 [Detail Drawing] [01]\u00a0[\u624b\u7ed8\u5927\u6837][Detail Drawing] \u5899\u7ad6\u5411\u7b4b\u951a\u5165\u57fa\u7840 [Wall vertical ribs anchor into the foundation] [02] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u5899\u7ad6\u5411\u7b4b\u951a\u5165\u9876\u5c42\u677f(\u6881) [Wall vertical reinforcement anchor into the top plate (beam)] [03] [\u624b\u7ed8\u5927\u6837][Detail Drawing] \u540e\u52a0\u94a2\u677f\u526a\u529b\u5899 …<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-21240","page","type-page","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t\n\t\n\t\n\t\n\t\t