Strengthening Of Brick Walls with Openings during Construction by Steel Wire Mesh around Openings on Both Sides of Wall

M. Elsamny, H. A. Ezz-Eldeen, A. A. Elmokrany
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引用次数: 5

Abstract

A significant part of the building is made of brick wall load bearing structures. The present of openings in brick walls can have an effect on the load capacity and cracking regime after construction under working load. So, there is a need for strengthening brick walls with openings during construction. In the present study, a total of five brick wall specimens having a wall dimensions (85*65) cm and thickness (10) cm with square opening (25*25) cm were tested. The brick wall specimens were divided into two groups as flow.Group one consisted of one brick wall with R.C lintel 35 cm length as a control wall. Group two consisted of four strengthened brick wall specimens by fixed strip of steel wire mesh covered with cement mortar around opening on both sides of wall. With strip wide (5,10,15,20 cm). All brick wall specimens were tested under static loads in regular increments from zero up to the cracking load then failure load. In addition, wall deformations have been measured by LVDT. The obtained test results show that fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 5 cm gives an increase in the load carrying capacity up to 135 % from the control ultimate capacity. However, fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 10 cm gives an increase in the load carrying capacity up to 153 % from the control ultimate capacity. In addition, fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 15 cm gives an increase in the load carrying capacity up to 167 % from the control ultimate capacity. However, fixing strip of steel wire mesh covered with cement mortar around opening on both sides of wall with strip wide 20 cm gives an increase in the load carrying capacity up to 184 % from the control ultimate capacity. The results suggest that Increasing wide of wire mesh strip increases significantly the load carrying capacity of wall. However, ductility has been significantly increased. In addition, it was found that strengthening with this technique is durable, economic and easy to apply.
带开口砖墙在施工过程中采用两侧开口钢丝网加固
建筑的重要部分是砖墙承重结构。砖墙开孔的存在会对砖墙在工作荷载作用下的承载能力和施工后的开裂状态产生影响。因此,在施工过程中需要对有开口的砖墙进行加固。本研究共测试了5个墙尺寸为85*65 cm、壁厚为10 cm、方孔为25*25 cm的砖墙试件。砖墙试件按流量分为两组。第一组为1面长35 cm钢筋混凝土门楣砖墙作为对照墙。第二组为4个加固砖墙试件,采用固定钢丝网条,在墙体两侧洞口周围覆盖水泥砂浆。带宽(5、10、15、20厘米)。所有砖墙试样在静荷载下进行测试,从零到开裂荷载,然后是破坏荷载。此外,还用LVDT测量了壁面变形。试验结果表明,在墙体两侧开口处以水泥砂浆覆盖钢丝网条,宽度为5cm,可使承载力较控制极限承载力提高135%。然而,在墙体两侧开口周围固定水泥砂浆覆盖的钢丝网条,条宽10cm,其承载能力比控制极限能力增加了153%。此外,在墙体两侧开口周围用水泥砂浆覆盖钢丝网条,条宽15cm,使承载能力比控制极限能力提高167%。然而,在墙体两侧开口周围固定水泥砂浆覆盖的钢丝网条,条宽20 cm,其承载能力比控制极限能力增加了184%。结果表明,增大网带宽度可显著提高墙体的承载能力。然而,延展性显著提高。此外,还发现该技术具有耐用、经济、易于应用等优点。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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