Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a method for repairing an ancient masonry structure building, which comprises the following steps of: respectively arranging detachable support walls on two sides of a lower wall, and chiseling at least two support nails on an upper wall; supporting connecting pieces are obliquely arranged between the two ends of each supporting nail and the corresponding supporting wall body in a supporting mode, and the two ends of each supporting connecting piece are connected with the corresponding supporting nail and the corresponding supporting wall body respectively; removing the to-be-repaired part to form an upper dismantling surface and a lower dismantling surface which are opposite to each other, and leveling the upper dismantling surface and the lower dismantling surface; sleeving a main beam piece on the upper wall body from bottom to top, so that two opposite side walls on the main beam piece are respectively connected with two ends of the supporting nail, and the bottom wall is propped against the upper dismantling surface; a plurality of supporting columns are arranged on the lower dismantling face and the bottom wall of the main beam piece in a supporting mode; the pouring baffles are dismantled, and the pouring baffles are arranged on the two sides of the to-be-repaired part correspondingly; the supporting connecting pieces are dismantled, and concrete is poured to form a reinforced wall; and redundant parts on the outer sides of the supporting wall bodies are dismantled. And repairing can be carried out under the condition that the whole ancient masonry structure building is not dismantled.
本发明公开了一种古砌体结构建筑的修缮方法,包括如下步骤:在下墙体的两侧分别设置可拆除的支撑墙体,在上墙体上凿穿至少两个支撑钉;在各支撑钉两端和对应的支撑墙体之间倾斜撑设支撑连接件,支撑连接件的两端分别与支撑钉以及支撑墙体相连;清除待修缮部分形成相对的上拆除面与下拆除面,整平上拆除面和下拆除面;自下而上往上墙体上套设主梁件,使主梁件上相对的两侧壁分别与支撑钉的两端相连、底壁与上拆除面相抵接;将多个支撑柱撑设在下拆除面和主梁件的底壁;拆除浇筑挡板,并在待修缮部分的两侧分别设置浇筑挡板;拆除支撑连接件,浇筑混凝土形成加固墙体;拆除各支撑墙体外侧多余的部分。可不整个拆除古砌体结构建筑的情况下进行修复。
The invention discloses a method for repairing an ancient masonry structure building, which comprises the following steps of: respectively arranging detachable support walls on two sides of a lower wall, and chiseling at least two support nails on an upper wall; supporting connecting pieces are obliquely arranged between the two ends of each supporting nail and the corresponding supporting wall body in a supporting mode, and the two ends of each supporting connecting piece are connected with the corresponding supporting nail and the corresponding supporting wall body respectively; removing the to-be-repaired part to form an upper dismantling surface and a lower dismantling surface which are opposite to each other, and leveling the upper dismantling surface and the lower dismantling surface; sleeving a main beam piece on the upper wall body from bottom to top, so that two opposite side walls on the main beam piece are respectively connected with two ends of the supporting nail, and the bottom wall is propped against the upper dismantling surface; a plurality of supporting columns are arranged on the lower dismantling face and the bottom wall of the main beam piece in a supporting mode; the pouring baffles are dismantled, and the pouring baffles are arranged on the two sides of the to-be-repaired part correspondingly; the supporting connecting pieces are dismantled, and concrete is poured to form a reinforced wall; and redundant parts on the outer sides of the supporting wall bodies are dismantled. And repairing can be carried out under the condition that the whole ancient masonry structure building is not dismantled.
本发明公开了一种古砌体结构建筑的修缮方法,包括如下步骤:在下墙体的两侧分别设置可拆除的支撑墙体,在上墙体上凿穿至少两个支撑钉;在各支撑钉两端和对应的支撑墙体之间倾斜撑设支撑连接件,支撑连接件的两端分别与支撑钉以及支撑墙体相连;清除待修缮部分形成相对的上拆除面与下拆除面,整平上拆除面和下拆除面;自下而上往上墙体上套设主梁件,使主梁件上相对的两侧壁分别与支撑钉的两端相连、底壁与上拆除面相抵接;将多个支撑柱撑设在下拆除面和主梁件的底壁;拆除浇筑挡板,并在待修缮部分的两侧分别设置浇筑挡板;拆除支撑连接件,浇筑混凝土形成加固墙体;拆除各支撑墙体外侧多余的部分。可不整个拆除古砌体结构建筑的情况下进行修复。
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