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Construction method for preventing infilled wall from being separated from beam plate bottom
The invention discloses a construction method for preventing an infilled wall from being separated from the bottom of a beam plate, which comprises the following steps: pre-burying a connecting component at the bottom of the beam plate, reserving a groove in the top of the infilled wall, extending the connecting component, and reserving a gap in the bottom of the beam plate and the top of the infilled wall, so that a wall body has enough space for settlement and contraction; the gap between the bottom of the beam slab and the top of the infilled wall is filled with mortar, and the connecting component is embedded in the mortar, so that effective transition is formed between the concrete structure and the masonry, connection between two materials with different linear expansion coefficients is enhanced, cracks generated due to the difference between the two materials are effectively reduced, and the service life of the concrete structure is prolonged. And the risk of cracking at the joint of the infilled wall and the beam plate bottom is reduced.
本申请公开了一种填充墙与梁板底不脱开施工方法,通过在梁板底部预埋连接构件,并在填充墙顶部预留凹槽,连接构件伸入,并且在梁板底部和填充墙顶部预留缝隙,以便墙体有足够的空间进行沉降和收缩,且通过砂浆对梁板底部和填充墙顶部之间的间隙进行沙浆填充,连接构件埋设在砂浆之中,使混凝土结构与砌体之间形成一个有效的过渡,增强了两种线膨胀系数不同材料间的连接,有效地减少了因两种材差而产生的裂缝,有利于降低填充墙与梁板底衔接处开裂的风险。
Construction method for preventing infilled wall from being separated from beam plate bottom
The invention discloses a construction method for preventing an infilled wall from being separated from the bottom of a beam plate, which comprises the following steps: pre-burying a connecting component at the bottom of the beam plate, reserving a groove in the top of the infilled wall, extending the connecting component, and reserving a gap in the bottom of the beam plate and the top of the infilled wall, so that a wall body has enough space for settlement and contraction; the gap between the bottom of the beam slab and the top of the infilled wall is filled with mortar, and the connecting component is embedded in the mortar, so that effective transition is formed between the concrete structure and the masonry, connection between two materials with different linear expansion coefficients is enhanced, cracks generated due to the difference between the two materials are effectively reduced, and the service life of the concrete structure is prolonged. And the risk of cracking at the joint of the infilled wall and the beam plate bottom is reduced.
本申请公开了一种填充墙与梁板底不脱开施工方法,通过在梁板底部预埋连接构件,并在填充墙顶部预留凹槽,连接构件伸入,并且在梁板底部和填充墙顶部预留缝隙,以便墙体有足够的空间进行沉降和收缩,且通过砂浆对梁板底部和填充墙顶部之间的间隙进行沙浆填充,连接构件埋设在砂浆之中,使混凝土结构与砌体之间形成一个有效的过渡,增强了两种线膨胀系数不同材料间的连接,有效地减少了因两种材差而产生的裂缝,有利于降低填充墙与梁板底衔接处开裂的风险。
Construction method for preventing infilled wall from being separated from beam plate bottom
一种填充墙与梁板底不脱开施工方法
CEN JIQIANG (author) / WANG SHIMIN (author) / YE JIACHENG (author) / HUANG YANGWU (author) / CHEN JIAYOU (author) / OU ZHIMING (author) / ZENG ZIJIE (author)
2024-10-29
Patent
Electronic Resource
Chinese
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