当前查询到3条专利与查询词 "陈圣刚【EN】Peng Xiaotong"相关,搜索用时0.203108秒!排序方式:
发明专利:3实用新型: 0外观设计: 0
3 条,当前第 1-3 条 返回搜索页
申请号:201911138887.X 公开号:CN110952682A 主分类号:E04B2/58
摘要:【中文】本发明涉及一种钢格构剪力墙,属于建筑工程技术领域,包括呈一字型的剪力墙,所述剪力墙包括竖直设置于剪力墙两端的槽钢,两所述槽钢之间设置有工字钢,所述槽钢的槽口朝向工字钢,所述工字钢的两侧翼缘分别固定连接有第一缀条,所述第一缀条远离工字钢的一端与槽钢的翼缘固定连接,所述第一缀条沿槽钢的竖直方向等间距平行设置;剪力墙通过槽钢、工字钢和第一缀条设置成一字型,槽钢与工字钢的宽度一致,第一缀条固定连接于槽钢和工字钢的翼缘上,无突出的部件,不占用室内空间,提高室内空间的利用率,还可以起到美观的作用。 【EN】The invention relates to a steel lattice shear wall, which belongs to the technical field of constructional engineering and comprises a linear shear wall, wherein the shear wall comprises channel steel which is vertically arranged at two ends of the shear wall, I-shaped steel is arranged between the two channel steel, the notch of the channel steel faces towards the I-shaped steel, two side flanges of the I-shaped steel are respectively and fixedly connected with a first batten strip, one end of the first batten strip, which is far away from the I-shaped steel, is fixedly connected with the flanges of the channel steel, and the first batten strips are arranged in parallel at equal intervals along the vertical direction of the channel steel; the shear wall is arranged to be a straight line shape through the channel steel, the I-shaped steel and the first batten strip, the width of the channel steel is consistent with that of the I-shaped steel, the first batten strip is fixedly connected to the flanges of the channel steel and the I-shaped steel, no protruding part exists, the indoor space is not occupied, the utilization rate of the indoor space is improved, and the attractive effect can be achieved.
详细信息 下载全文

申请号:201911152781.5 公开号:CN110863578A 主分类号:E04B1/98
摘要:【中文】本发明提供了一种新型U形钢板耗能支撑,属于建建筑抗震领域。由外套筒、内部钢板和两组对称U形元件构成,其特征在于:每个所述U形元件分别通过单边螺栓与所述外套筒连接,每个所述U形元件分别通过普通螺栓与所述内部钢板连接,所述内部钢板外伸构成一侧连接板一,所述外套筒与端部盖板焊接,连接板二与所述端部盖板焊接,整体结构通过螺栓与所述钢框架连接。本发明克服人字形支撑U形阻尼装置的缺点,便于在支撑损坏后进行更换,维修成本较低。 【EN】The invention provides a novel U-shaped steel plate energy-consuming support, and belongs to the field of earthquake resistance of buildings. Constitute by outer sleeve, inside steel sheet and two sets of symmetrical U-shaped component, its characterized in that: each U-shaped element is connected with the outer sleeve through a single-side bolt, each U-shaped element is connected with the inner steel plate through a common bolt, the inner steel plate extends outwards to form a first connecting plate on one side, the outer sleeve is welded with the end cover plate, a second connecting plate is welded with the end cover plate, and the whole structure is connected with the steel frame through bolts. The invention overcomes the defects of the herringbone supporting U-shaped damping device, is convenient to replace after the support is damaged, and has lower maintenance cost.
详细信息 下载全文

申请号:201911152404.1 公开号:CN110886403A 主分类号:E04B1/98
摘要:【中文】本发明涉及建筑抗震领域,具体涉及一种新型的组合型剪切弯曲阻尼器。本发明的阻尼器包括:两个端板、一个腹板、两个翼缘板和至少一对矩形钢板;上端板和下端板之间连接有腹板,上端板与翼缘板的上顶部相连接;下端板分别与翼缘板相连接;腹板的两侧有至少一对矩形钢板;所有矩形钢板的上顶端与上端板相连接;这三对矩形钢板的下底端与下端板相连接。本发明克服了由于平面外屈曲的产生的有害影响,剪切型金属阻尼器的滞后性能不如弯曲型金属阻尼器的滞后性能稳定,剪切型金属阻尼器的刚度和强度明显大于弯曲型金属阻尼器的刚度和强度的问题,改善剪切阻尼器的滞后性能,使剪切弯曲阻尼器有稳定的滞后性能,又兼有剪切型金属阻尼器的刚度和强度。 【EN】The invention relates to the field of building earthquake resistance, in particular to a novel combined shear bending damper. The damper of the present invention comprises: the device comprises two end plates, a web plate, two flange plates and at least one pair of rectangular steel plates; a web plate is connected between the upper end plate and the lower end plate, and the upper end plate is connected with the upper top of the flange plate; the lower end plates are respectively connected with the flange plates; at least one pair of rectangular steel plates are arranged on two sides of the web plate; the upper top ends of all the rectangular steel plates are connected with the upper end plate; the lower bottom ends of the three pairs of rectangular steel plates are connected with the lower end plate. The invention overcomes the problems that the hysteresis performance of the shearing type metal damper is not as stable as that of the bending type metal damper and the rigidity and the strength of the shearing type metal damper are obviously higher than those of the bending type metal damper due to the harmful influence generated by out-of-plane buckling, improves the hysteresis performance of the shearing type metal damper, ensures that the shearing type metal damper has stable hysteresis performance and has the rigidity and the strength of the shearing type metal damper.
详细信息 下载全文

3 条,当前第 1-3 条 返回搜索页