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Steel pipe beam for frame core tube structure super high-rise building
The invention discloses a steel pipe beam for a frame core tube structure super high-rise building, and relates to the field of super high-rise building construction. The steel pipe beam comprises an inner steel pipe, an outer steel pipe and a plurality of first damping mechanisms, wherein the outer steel pipe is arranged on the outer side of the inner steel pipe in a sleeving mode, and the first damping mechanisms are arranged between the inner steel pipe and the outer steel pipe; an anti-corrosion layer and a heat-resistant layer are sequentially arranged on the inner wall of the outer steel pipe, and an anti-seismic cavity is formed between the heat-resistant layer and the inner steel pipe; and each first damping mechanism comprises a first shell arranged on the inner wall of the outer steel pipe and a guide sleeve arranged on the first shell, wherein a sliding block A connected with the outer wall of the inner steel pipe is in sliding fit with the guide sleeve, the other ends of two connecting rods with one ends being pivoted to the sliding block A are rotationally connected with corresponding sliding blocks B slidably arranged in the first shell correspondingly, and first compression springs are arranged between the two sliding blocks B and the corresponding side walls of the first shell correspondingly. The steel pipe beam has better anti-seismic performance, high strength and long service life.
本发明公开了一种用于框架核心筒结构超高建筑的钢管梁,涉及超高层建筑施工领域,包括:内钢管、套设在内钢管外侧的外钢管以及设置在内钢管和外钢管之间的多个第一减震机构,外钢管的内壁上依次设置有抗腐蚀层和耐热层,耐热层与内钢管之间形成抗震腔体,第一减震机构包括设置在外钢管的内壁上的第一壳体以及设置在第一壳体上的导套,与内钢管外壁连接的滑块A与导套滑动配合,一端枢接在滑块A上的两个连杆的另一端分别与滑动设置在第一壳体内的对应的滑块B转动连接,两滑块B与第一壳体的对应侧壁之间均设有第一压缩弹簧。本申请具有更好的抗震性能,且强度高,使用寿命长。
Steel pipe beam for frame core tube structure super high-rise building
The invention discloses a steel pipe beam for a frame core tube structure super high-rise building, and relates to the field of super high-rise building construction. The steel pipe beam comprises an inner steel pipe, an outer steel pipe and a plurality of first damping mechanisms, wherein the outer steel pipe is arranged on the outer side of the inner steel pipe in a sleeving mode, and the first damping mechanisms are arranged between the inner steel pipe and the outer steel pipe; an anti-corrosion layer and a heat-resistant layer are sequentially arranged on the inner wall of the outer steel pipe, and an anti-seismic cavity is formed between the heat-resistant layer and the inner steel pipe; and each first damping mechanism comprises a first shell arranged on the inner wall of the outer steel pipe and a guide sleeve arranged on the first shell, wherein a sliding block A connected with the outer wall of the inner steel pipe is in sliding fit with the guide sleeve, the other ends of two connecting rods with one ends being pivoted to the sliding block A are rotationally connected with corresponding sliding blocks B slidably arranged in the first shell correspondingly, and first compression springs are arranged between the two sliding blocks B and the corresponding side walls of the first shell correspondingly. The steel pipe beam has better anti-seismic performance, high strength and long service life.
本发明公开了一种用于框架核心筒结构超高建筑的钢管梁,涉及超高层建筑施工领域,包括:内钢管、套设在内钢管外侧的外钢管以及设置在内钢管和外钢管之间的多个第一减震机构,外钢管的内壁上依次设置有抗腐蚀层和耐热层,耐热层与内钢管之间形成抗震腔体,第一减震机构包括设置在外钢管的内壁上的第一壳体以及设置在第一壳体上的导套,与内钢管外壁连接的滑块A与导套滑动配合,一端枢接在滑块A上的两个连杆的另一端分别与滑动设置在第一壳体内的对应的滑块B转动连接,两滑块B与第一壳体的对应侧壁之间均设有第一压缩弹簧。本申请具有更好的抗震性能,且强度高,使用寿命长。
Steel pipe beam for frame core tube structure super high-rise building
一种用于框架核心筒结构超高建筑的钢管梁
FANG QIANRU (Autor:in)
24.08.2021
Patent
Elektronische Ressource
Chinesisch
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