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A platform for research: civil engineering, architecture and urbanism
Method for anchoring end part of anti-explosion coating of building masonry wall
The invention discloses a building masonry wall anti-explosion coating end anchoring method. The method comprises the following steps that s1, unequal-limb angle steel is selected; s2, a plurality of bolt holes with internal threads are turned in the short limbs of the unequal-limb angle steel in the length direction at intervals; s3, unequal-limb angle steel is installed; s4, gaps between the short limbs of the unequal-limb angle steel and the masonry wall face are filled with mortar; s5, an anti-explosion coating is sprayed on the masonry wall face, and the end of the anti-explosion coating extends to the unequal-limb angle steel; and s6, flat steel is selected, a plurality of through holes are turned in the flat steel, the through holes correspond to the bolt holes in the short limbs of the unequal-limb angle steel in a one-to-one mode, the flat steel is fixedly connected with the short limbs of the unequal-limb angle steel through bolts, and the ends of the anti-explosion coatings are pressed on the short limbs of the unequal-limb angle steel. According to the method, unequal-limb angle steel is used as a force transmission medium, the connection mode of an anti-explosion coating and a reinforced concrete frame column is changed, and the end of the anti-explosion coating is connected with short limbs of the unequal-limb angle steel in an anchoring mode.
本发明公开了一种建筑物砌体墙抗爆涂层端部锚固方法，该方法包括如下步骤：s1.选择不等肢角钢；s2.在不等肢角钢短肢上沿着长度方向间隔车有若干带有内螺纹的螺栓孔；s3.安装不等肢角钢；s4.不等肢角钢短肢与砌体墙面之间的间隙填充有砂浆；s5.在砌体墙面喷涂抗爆涂层，且抗爆涂层的端部延伸至不等肢角钢上；s6.选择扁钢，在扁钢上车有若干通孔，且与不等肢角钢短肢上的若干螺栓孔一一对应，扁钢与不等肢角钢短肢之间通过螺栓固定连接，并将抗爆涂层的端部压紧在不等肢角钢短肢上。该方法借用不等肢角钢作为传力介质，改变了抗爆涂层与钢筋混凝土框架柱连接的方式，将抗爆涂层端部与不等肢角钢短肢进行锚固连接。
Method for anchoring end part of anti-explosion coating of building masonry wall
The invention discloses a building masonry wall anti-explosion coating end anchoring method. The method comprises the following steps that s1, unequal-limb angle steel is selected; s2, a plurality of bolt holes with internal threads are turned in the short limbs of the unequal-limb angle steel in the length direction at intervals; s3, unequal-limb angle steel is installed; s4, gaps between the short limbs of the unequal-limb angle steel and the masonry wall face are filled with mortar; s5, an anti-explosion coating is sprayed on the masonry wall face, and the end of the anti-explosion coating extends to the unequal-limb angle steel; and s6, flat steel is selected, a plurality of through holes are turned in the flat steel, the through holes correspond to the bolt holes in the short limbs of the unequal-limb angle steel in a one-to-one mode, the flat steel is fixedly connected with the short limbs of the unequal-limb angle steel through bolts, and the ends of the anti-explosion coatings are pressed on the short limbs of the unequal-limb angle steel. According to the method, unequal-limb angle steel is used as a force transmission medium, the connection mode of an anti-explosion coating and a reinforced concrete frame column is changed, and the end of the anti-explosion coating is connected with short limbs of the unequal-limb angle steel in an anchoring mode.
本发明公开了一种建筑物砌体墙抗爆涂层端部锚固方法，该方法包括如下步骤：s1.选择不等肢角钢；s2.在不等肢角钢短肢上沿着长度方向间隔车有若干带有内螺纹的螺栓孔；s3.安装不等肢角钢；s4.不等肢角钢短肢与砌体墙面之间的间隙填充有砂浆；s5.在砌体墙面喷涂抗爆涂层，且抗爆涂层的端部延伸至不等肢角钢上；s6.选择扁钢，在扁钢上车有若干通孔，且与不等肢角钢短肢上的若干螺栓孔一一对应，扁钢与不等肢角钢短肢之间通过螺栓固定连接，并将抗爆涂层的端部压紧在不等肢角钢短肢上。该方法借用不等肢角钢作为传力介质，改变了抗爆涂层与钢筋混凝土框架柱连接的方式，将抗爆涂层端部与不等肢角钢短肢进行锚固连接。
Method for anchoring end part of anti-explosion coating of building masonry wall
一种建筑物砌体墙抗爆涂层端部锚固方法
YANG HAIBO (author) / LIU BIN (author) / YANG WEI (author) / ZHAO ZONGBIN (author) / GAO PENG (author) / WANG ZIQING (author) / LIU FENGJUAN (author)
2024-05-07
Patent
Electronic Resource
Chinese
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