Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Reinforcing and righting construction method for residual inclined brick wall of historical building
The invention discloses a reinforcing and righting construction method for a residual inclined brick wall of a historical building. The method comprises the following steps: step 1, segmenting and layering a wall body according to an inclined part; and 2, the hole opening position in the wall body is positioned according to the drawing. Thirdly, newly-added cross beams are installed after holes are formed in the wall face, the cross beams are correspondingly arranged on the two sides of the wall body, and a set of cross beams are arranged on each side of the wall body at intervals in the vertical direction; the cross beams on the two sides of the wall body are preliminarily connected through first split bolts; meanwhile, temporary supports are constructed on the two sides of the wall, and the lower ends of the temporary supports are hinged to the ground. (4) grouting reinforcement is conducted on the foundation; (5) reinforcement is conducted on the wall body foundation; (6) steel frames on the two sides of the wall body are constructed; (7) the wall cap at the damaged part is removed; (8) deviation correction construction of the wall body is carried out; (9) the steel frame is fixed; and (10) the wall cap is recovered. The technical problems that a traditional repairing method affects the overall stability and appearance of a wall, and the original appearance of the wall is difficult to guarantee due to excessive repairing are solved.
一种历史建筑残存倾斜砖墙的加固扶正施工方法，步骤如下：步骤一，根据倾斜部位对墙体进行分段和分层。步骤二，根据图纸定位墙体上的开洞位置。步骤三，墙面开洞后进行新增横梁的安装，横梁对应设置在墙体的两侧，墙体每侧的横梁沿竖向间隔布置一组；将墙体两侧的横梁通过第一对拉螺栓进行初步连接；同时在墙体两侧施工临时支撑，临时支撑的下端与地面铰接连接。步骤四，对地基基础进行注浆加固：步骤五，对墙体基础进行加固：步骤六，施工墙体两侧的钢框架；步骤七，破损部位处的墙帽拆除：步骤八，墙体的纠偏施工，步骤九，钢框架的固定，步骤十，恢复墙帽。本发明要解决传统的修缮方法影响墙体的整体稳定性和外观以及过度修复难以保证墙体原貌的技术问题。
Reinforcing and righting construction method for residual inclined brick wall of historical building
The invention discloses a reinforcing and righting construction method for a residual inclined brick wall of a historical building. The method comprises the following steps: step 1, segmenting and layering a wall body according to an inclined part; and 2, the hole opening position in the wall body is positioned according to the drawing. Thirdly, newly-added cross beams are installed after holes are formed in the wall face, the cross beams are correspondingly arranged on the two sides of the wall body, and a set of cross beams are arranged on each side of the wall body at intervals in the vertical direction; the cross beams on the two sides of the wall body are preliminarily connected through first split bolts; meanwhile, temporary supports are constructed on the two sides of the wall, and the lower ends of the temporary supports are hinged to the ground. (4) grouting reinforcement is conducted on the foundation; (5) reinforcement is conducted on the wall body foundation; (6) steel frames on the two sides of the wall body are constructed; (7) the wall cap at the damaged part is removed; (8) deviation correction construction of the wall body is carried out; (9) the steel frame is fixed; and (10) the wall cap is recovered. The technical problems that a traditional repairing method affects the overall stability and appearance of a wall, and the original appearance of the wall is difficult to guarantee due to excessive repairing are solved.
一种历史建筑残存倾斜砖墙的加固扶正施工方法，步骤如下：步骤一，根据倾斜部位对墙体进行分段和分层。步骤二，根据图纸定位墙体上的开洞位置。步骤三，墙面开洞后进行新增横梁的安装，横梁对应设置在墙体的两侧，墙体每侧的横梁沿竖向间隔布置一组；将墙体两侧的横梁通过第一对拉螺栓进行初步连接；同时在墙体两侧施工临时支撑，临时支撑的下端与地面铰接连接。步骤四，对地基基础进行注浆加固：步骤五，对墙体基础进行加固：步骤六，施工墙体两侧的钢框架；步骤七，破损部位处的墙帽拆除：步骤八，墙体的纠偏施工，步骤九，钢框架的固定，步骤十，恢复墙帽。本发明要解决传统的修缮方法影响墙体的整体稳定性和外观以及过度修复难以保证墙体原貌的技术问题。
Reinforcing and righting construction method for residual inclined brick wall of historical building
一种历史建筑残存倾斜砖墙的加固扶正施工方法
ZHANG JIE (Autor:in) / HUANG YONG (Autor:in) / ZHU QI (Autor:in) / LIN XIAO (Autor:in) / NING YANG (Autor:in) / XU KAIKAI (Autor:in) / QU HENG (Autor:in) / ZHAO TAO (Autor:in) / LI HENGTONG (Autor:in) / ZHAO HE (Autor:in)
02.08.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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