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Building structure terrace internal and external corner anti-cracking construction method
The invention relates to the technical field of building construction, in particular to a building structure terrace anti-crack construction method which comprises the following steps: binding terrace steel bars on a floor body; an external corner anti-crack reinforcing steel bar group is arranged on the outer side of each exposed external corner of the floor slab column body, and each external corner anti-crack reinforcing steel bar group is formed by arranging 6-10 external corner anti-crack reinforcing steel bars at equal intervals; an internal corner anti-crack reinforcing steel bar group is arranged on the outer side of each internal corner formed by a floor column body and a wall edge, each internal corner anti-crack reinforcing steel bar group is formed by arranging 4-8 internal corner anti-crack reinforcing steel bars at equal intervals, and the internal corner anti-crack reinforcing steel bars are provided with bends matched with the internal corners. Any two external corner anti-crack reinforcing steel bar groups are not crossed, and any internal corner anti-crack reinforcing steel bar and any external corner anti-crack reinforcing steel bar are not crossed. The anti-crack construction method for the building structure terrace is low in manufacturing cost and good in anti-crack effect of internal and external corners.
本发明涉及建筑施工技术领域,尤其涉及一种建筑结构地坪抗裂施工方法,该施工方法包括如下步骤:于楼板本体上绑扎地坪钢筋;于楼板柱体的每个暴露的阳角外侧均设置一阳角抗裂钢筋组,该阳角抗裂钢筋组由6~10根阳角抗裂钢筋等间距排列而成;于楼板柱体和墙边形成的每个阴角外侧设置一阴角抗裂钢筋组,其中,该阴角抗裂钢筋组包括4~8根阴角抗裂钢筋等间距排列而成,且该阴角抗裂钢筋具有与阴角相适配的弯折;其中,任意两个阳角抗裂钢筋组无交叉,且任一阴角抗裂钢筋和阳角抗裂钢筋无交叉。本发明提供了一种造价较低,阴阳角抗裂效果较好的建筑结构地坪抗裂施工方法。
Building structure terrace internal and external corner anti-cracking construction method
The invention relates to the technical field of building construction, in particular to a building structure terrace anti-crack construction method which comprises the following steps: binding terrace steel bars on a floor body; an external corner anti-crack reinforcing steel bar group is arranged on the outer side of each exposed external corner of the floor slab column body, and each external corner anti-crack reinforcing steel bar group is formed by arranging 6-10 external corner anti-crack reinforcing steel bars at equal intervals; an internal corner anti-crack reinforcing steel bar group is arranged on the outer side of each internal corner formed by a floor column body and a wall edge, each internal corner anti-crack reinforcing steel bar group is formed by arranging 4-8 internal corner anti-crack reinforcing steel bars at equal intervals, and the internal corner anti-crack reinforcing steel bars are provided with bends matched with the internal corners. Any two external corner anti-crack reinforcing steel bar groups are not crossed, and any internal corner anti-crack reinforcing steel bar and any external corner anti-crack reinforcing steel bar are not crossed. The anti-crack construction method for the building structure terrace is low in manufacturing cost and good in anti-crack effect of internal and external corners.
本发明涉及建筑施工技术领域,尤其涉及一种建筑结构地坪抗裂施工方法,该施工方法包括如下步骤:于楼板本体上绑扎地坪钢筋;于楼板柱体的每个暴露的阳角外侧均设置一阳角抗裂钢筋组,该阳角抗裂钢筋组由6~10根阳角抗裂钢筋等间距排列而成;于楼板柱体和墙边形成的每个阴角外侧设置一阴角抗裂钢筋组,其中,该阴角抗裂钢筋组包括4~8根阴角抗裂钢筋等间距排列而成,且该阴角抗裂钢筋具有与阴角相适配的弯折;其中,任意两个阳角抗裂钢筋组无交叉,且任一阴角抗裂钢筋和阳角抗裂钢筋无交叉。本发明提供了一种造价较低,阴阳角抗裂效果较好的建筑结构地坪抗裂施工方法。
Building structure terrace internal and external corner anti-cracking construction method
一种建筑结构地坪阴阳角抗裂施工方法
MENG XIANGBAO (author) / LI ZHIFEN (author) / LU ZHOUHANG (author) / LI MING (author)
2023-03-14
Patent
Electronic Resource
Chinese
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