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Anti-floating anchor top waterproof joint structure and construction method
The invention relates to the technical field of constructional engineering, and particularly discloses an anti-floating anchor top waterproof joint structure and a construction method. The joint structure comprises a cushion layer located above a soil layer, a water stop sleeve vertically arranged, a sealing structure arranged between the cushion layer and the outer side face of the water stop sleeve, and a waterproof structure arranged on the outer side of the water stop sleeve in a sleeving mode and installed on the cushion layer, wherein one end of the water stop sleeve penetrates through the cushion layer and extends into the soil layer. The invention further discloses a construction method of the joint structure. Water prevention of the outer side node position of the water stop sleeve of the anti-floating anchor rod can be effectively achieved, and the leakage risk is reduced.
本发明涉及建筑工程技术领域,具体公开了一种抗浮锚杆顶部防水节点构造及施工方法,其中节点构造包括位于土层上方的垫层、竖向设置且一端穿过垫层并伸入土层内的止水套筒、设置在垫层与止水套筒外侧面之间的密封构造、套装在止水套筒外侧且安装在垫层上的防水构造。还公开了节点构造的施工方法;本发明能够有效的实现抗浮锚杆止水套筒外侧节点位置的防水,减少渗漏风险。
Anti-floating anchor top waterproof joint structure and construction method
The invention relates to the technical field of constructional engineering, and particularly discloses an anti-floating anchor top waterproof joint structure and a construction method. The joint structure comprises a cushion layer located above a soil layer, a water stop sleeve vertically arranged, a sealing structure arranged between the cushion layer and the outer side face of the water stop sleeve, and a waterproof structure arranged on the outer side of the water stop sleeve in a sleeving mode and installed on the cushion layer, wherein one end of the water stop sleeve penetrates through the cushion layer and extends into the soil layer. The invention further discloses a construction method of the joint structure. Water prevention of the outer side node position of the water stop sleeve of the anti-floating anchor rod can be effectively achieved, and the leakage risk is reduced.
本发明涉及建筑工程技术领域,具体公开了一种抗浮锚杆顶部防水节点构造及施工方法,其中节点构造包括位于土层上方的垫层、竖向设置且一端穿过垫层并伸入土层内的止水套筒、设置在垫层与止水套筒外侧面之间的密封构造、套装在止水套筒外侧且安装在垫层上的防水构造。还公开了节点构造的施工方法;本发明能够有效的实现抗浮锚杆止水套筒外侧节点位置的防水,减少渗漏风险。
Anti-floating anchor top waterproof joint structure and construction method
一种抗浮锚杆顶部防水节点构造及施工方法
YANG KUN (author) / XU YANG (author) / LI BAOGUO (author) / HUANG WEI (author) / ZHANG SONG (author)
2022-08-30
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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