A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Embedded steel bar anchoring method for tying wall top of infilled wall and beam or plate
The invention provides an embedded steel bar anchoring method for tying the wall top of an infilled wall and a beam or a plate. The embedded steel bar anchoring method for tying the wall top of the infilled wall and the beam or the plate comprises a first embedded steel bar method, a second embedded steel bar method, a first remedial measure, a second remedial measure and a third remedial measure. According to the first embedded steel bar method and the second embedded steel bar method, anchor bars planted on the beam or the plate are built together with pitched roof bricks, and the anchor bars are fully pressed and compacted in mortar to form a whole, so that a new wall top is formed together, and a tie meets the requirement for an anti-seismic structure of the wall top when the wall length is larger than 5 m; the first remedial measure, the second remedial measure and the third remedial measure aim at the situation that the wall top is built and does not meet the tying requirement or tying needs to be reinforced, the wall top is not dismantled, and a surrounding embedded steel bar anchoring and clamping technology is used for enabling the original wall top and the beam or the plate to be tied to meet the wall top anti-seismic structure requirement when the wall length is larger than 5 m. The embedded steel bar anchoring method for tying the wall top of the infilled wall and the beam or the plate has a reliable anti-seismic structure effect, universality and various selection comparability, is high in practicability and rationality, and ensures the safety of each room in a building and the stability of precision equipment.
本发明提供一种用于填充墙墙顶与梁或板拉结的植筋锚固方法，包括第一植筋法、第二植筋法以及第一补救措施、第二补救措施以及第三补救措施；其中第一植筋法以及第二植筋法将已种植在梁或板上的锚筋随斜顶砖一起砌筑，将其刮浆饱满压紧压实在砂浆中形成一体，共同构成一个新墙顶，使拉结满足墙长大于5m时的墙顶抗震构造要求；第一补救措施、第二补救措施以及第三补救措施针对墙顶已砌筑完成但不符合拉结要求或需要加强拉结，不拆除墙顶，利用外围植筋锚固和夹紧技术使原墙顶与梁或板拉结满足墙长大于5m时的墙顶抗震构造要求。具有可靠的抗震构造效果和通用性及多种选择对比性，实用性较强，合理性更高，确保建筑室内各房间安全性和精密设备稳定性。
Embedded steel bar anchoring method for tying wall top of infilled wall and beam or plate
The invention provides an embedded steel bar anchoring method for tying the wall top of an infilled wall and a beam or a plate. The embedded steel bar anchoring method for tying the wall top of the infilled wall and the beam or the plate comprises a first embedded steel bar method, a second embedded steel bar method, a first remedial measure, a second remedial measure and a third remedial measure. According to the first embedded steel bar method and the second embedded steel bar method, anchor bars planted on the beam or the plate are built together with pitched roof bricks, and the anchor bars are fully pressed and compacted in mortar to form a whole, so that a new wall top is formed together, and a tie meets the requirement for an anti-seismic structure of the wall top when the wall length is larger than 5 m; the first remedial measure, the second remedial measure and the third remedial measure aim at the situation that the wall top is built and does not meet the tying requirement or tying needs to be reinforced, the wall top is not dismantled, and a surrounding embedded steel bar anchoring and clamping technology is used for enabling the original wall top and the beam or the plate to be tied to meet the wall top anti-seismic structure requirement when the wall length is larger than 5 m. The embedded steel bar anchoring method for tying the wall top of the infilled wall and the beam or the plate has a reliable anti-seismic structure effect, universality and various selection comparability, is high in practicability and rationality, and ensures the safety of each room in a building and the stability of precision equipment.
本发明提供一种用于填充墙墙顶与梁或板拉结的植筋锚固方法，包括第一植筋法、第二植筋法以及第一补救措施、第二补救措施以及第三补救措施；其中第一植筋法以及第二植筋法将已种植在梁或板上的锚筋随斜顶砖一起砌筑，将其刮浆饱满压紧压实在砂浆中形成一体，共同构成一个新墙顶，使拉结满足墙长大于5m时的墙顶抗震构造要求；第一补救措施、第二补救措施以及第三补救措施针对墙顶已砌筑完成但不符合拉结要求或需要加强拉结，不拆除墙顶，利用外围植筋锚固和夹紧技术使原墙顶与梁或板拉结满足墙长大于5m时的墙顶抗震构造要求。具有可靠的抗震构造效果和通用性及多种选择对比性，实用性较强，合理性更高，确保建筑室内各房间安全性和精密设备稳定性。
Embedded steel bar anchoring method for tying wall top of infilled wall and beam or plate
一种用于填充墙墙顶与梁或板拉结的植筋锚固方法
HUANG DA (author) / HUANG PENG (author) / HUANG PINGGAN (author)
2021-06-15
Patent
Electronic Resource
Chinese
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