A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of extra-large cavity outer decorative wall
The invention relates to a construction method of an extra-large cavity outer decorative wall. The construction method comprises the following steps that S1, a plurality of reinforced concrete cantilever plates arranged in the vertical direction are constructed on the side face of a building body; s2, vertical keels are constructed between the adjacent reinforced concrete cantilever plates, the bottoms of the vertical keels are connected with the reinforced concrete cantilever plates, and the tops of the vertical keels are connected with the building body through longitudinal cantilever rods; s3, the vertical tie bars are installed, and the multiple vertical tie bars are arranged in the transverse direction; s4, shale bricks are sequentially installed from bottom to top, and the vertical tie bars penetrate through all the shale bricks; s5, transverse angle steel is installed every time N shale bricks are installed in the vertical direction; the transverse angle steel comprises a first limb and a second limb which are perpendicular to each other, the first limb is connected with the vertical keel, the second limb is provided with a plurality of through holes, and the vertical tie bars penetrate through the through holes in the second limb respectively. The safety, the shock resistance and the mounting precision of the outer decorative wall can be improved.
本申请涉及一种超大空腔外装饰墙的施工方法，包括如下步骤：S1、在建筑主体的侧面施工多个沿竖向方向排列的钢筋砼悬挑板；S2、在相邻钢筋砼悬挑板之间施工竖向龙骨，使竖向龙骨的底部与钢筋砼悬挑板连接，竖向龙骨的顶部通过纵向悬挑杆与建筑主体连接；S3、安装竖向拉结筋，使多根竖向拉结筋沿横向方向排列；S4、由下至上依次安装页岩砖，使各页岩砖均被竖向拉结筋贯穿；S5、在竖向方向上每安装N块页岩砖后安装横向角钢；所述横向角钢包括互相垂直的第一肢和第二肢，所述第一肢与竖向龙骨连接，所述第二肢设有多个通孔，使各竖向拉结筋穿分别穿过第二肢上的通孔。本发明能够提高外装饰墙的安全性、抗震能力以及安装精度。
Construction method of extra-large cavity outer decorative wall
The invention relates to a construction method of an extra-large cavity outer decorative wall. The construction method comprises the following steps that S1, a plurality of reinforced concrete cantilever plates arranged in the vertical direction are constructed on the side face of a building body; s2, vertical keels are constructed between the adjacent reinforced concrete cantilever plates, the bottoms of the vertical keels are connected with the reinforced concrete cantilever plates, and the tops of the vertical keels are connected with the building body through longitudinal cantilever rods; s3, the vertical tie bars are installed, and the multiple vertical tie bars are arranged in the transverse direction; s4, shale bricks are sequentially installed from bottom to top, and the vertical tie bars penetrate through all the shale bricks; s5, transverse angle steel is installed every time N shale bricks are installed in the vertical direction; the transverse angle steel comprises a first limb and a second limb which are perpendicular to each other, the first limb is connected with the vertical keel, the second limb is provided with a plurality of through holes, and the vertical tie bars penetrate through the through holes in the second limb respectively. The safety, the shock resistance and the mounting precision of the outer decorative wall can be improved.
本申请涉及一种超大空腔外装饰墙的施工方法，包括如下步骤：S1、在建筑主体的侧面施工多个沿竖向方向排列的钢筋砼悬挑板；S2、在相邻钢筋砼悬挑板之间施工竖向龙骨，使竖向龙骨的底部与钢筋砼悬挑板连接，竖向龙骨的顶部通过纵向悬挑杆与建筑主体连接；S3、安装竖向拉结筋，使多根竖向拉结筋沿横向方向排列；S4、由下至上依次安装页岩砖，使各页岩砖均被竖向拉结筋贯穿；S5、在竖向方向上每安装N块页岩砖后安装横向角钢；所述横向角钢包括互相垂直的第一肢和第二肢，所述第一肢与竖向龙骨连接，所述第二肢设有多个通孔，使各竖向拉结筋穿分别穿过第二肢上的通孔。本发明能够提高外装饰墙的安全性、抗震能力以及安装精度。
Construction method of extra-large cavity outer decorative wall
一种超大空腔外装饰墙的施工方法
ZHU MENGXIN (author) / BAO QIANG (author) / HU YUXIANG (author) / LIU LIMING (author) / LIU YAOWEN (author) / ZHANG QINGBO (author) / WANG WENLONG (author) / CUI JUNGANG (author) / LIAN GAIYUN (author) / ZHANG NANA (author)
2024-03-26
Patent
Electronic Resource
Chinese
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