884aa四虎影成人精品,99久久国产综合精品女图图等你,97在线观看永久免费视频,久久精品国产精品亚洲38,ⅵdeodesetv性欧美

您現(xiàn)在的位置:建筑結(jié)構(gòu)>> 期 刊>> 1998年>> 第01期>>正文內(nèi)容
深圳體育場懸挑鋼網(wǎng)架罩棚的設(shè)計(jì)與施工
馬耀庭
摘 要

    馬耀庭
    (深圳華森設(shè)計(jì)公司  518067)

[提要]  深圳體育場全罩棚懸臂25.4m,采用了空間鋼網(wǎng)架,較箱形截面鋼梁方案節(jié)約鋼材71.5%。通過風(fēng)洞試驗(yàn)檢驗(yàn),設(shè)計(jì)安全可靠、經(jīng)濟(jì)合理、造型美觀。施工采用了“塊體地面拼裝、整體吊裝、高空拼接”的嶄新方法,取得了完全成功。
[關(guān)鍵詞]  螺栓球節(jié)點(diǎn) 鋼網(wǎng)架 風(fēng)洞試驗(yàn) 安全度 桿件設(shè)計(jì) 施工安裝

The 25.4m cantilever steel awning of Shenzhen stadium is a space truss of bolt and ball joints.  Compareing with box section steel girder, it saved 71.5%of steel expenditure. Checking with the result of wind tunnel test, the design is economic, safe sufficiently and beautifully shaped. The erection of space truss using "block jointed on ground, hoisted monolithically,jointed in high attitude" method, gained success.
Keywords: space  truss; bolt  and ball joints; wind  tunnel  test; safety; member design; erection

下載地址

    你還沒注冊?或者沒有登錄?這篇論文要求至少是本站的注冊會員才能閱讀!

    如果你還沒注冊,請趕緊點(diǎn)此注冊吧!

    如果你已經(jīng)注冊但還沒登錄,請趕緊點(diǎn)此登錄吧!