A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Anchoring agent mortar full-anchoring structure and full-anchoring method
The invention provides an anchoring agent mortar full-anchoring structure and a full-anchoring method. The full-anchoring structure comprises a drill hole and a rod body anchored in the drill hole, wherein the length of the rod body is larger than the depth of the drill hole, and the drill hole sequentially comprises an anchoring agent anchoring section and a mortar anchoring section from inside to outside; and in the anchoring agent anchoring section, the rod body is anchored in the drill hole through an anchoring agent, and in the mortar anchoring section, the rod body is anchored in the drill hole through mortar. According to the anchoring agent mortar full-anchoring structure, the drill hole sequentially comprises the anchoring agent anchoring section and the mortar anchoring section from inside to outside, the anchoring agent is used for anchoring the rod body in the anchoring agent anchoring section, due to the fact that the anchoring agent has the characteristics of being fast in solidification and firm in connection, the time interval from anchor rod installation to tensioning condition is shortened by more than 40 times compared with traditional mortar anchoring, the construction operation is simplified by 50% or above, and the material circulation efficiency is improved.
本发明提供了一种锚固剂砂浆全锚固结构及全锚固方法，其中全锚固结构包括：钻孔以及锚固在所述钻孔中的杆体，所述杆体的长度大于所述钻孔的深度，所述钻孔由内至外依次为锚固剂锚固段和砂浆锚固段；在所述锚固剂锚固段中所述杆体通过锚固剂锚固在所述钻孔中，在所述砂浆锚固段中所述杆体通过砂浆锚固在所述钻孔中。本发明钻孔由内至外依次为锚固剂锚固段和砂浆锚固段，在锚固剂锚固段中利用锚固剂对杆体进行锚固，由于锚固剂具有固结快、连接牢固的特点，安装锚杆后至具备张拉条件时间间隔比传统的砂浆锚固缩短40余倍，简化50％以上的施工操作，提高材料周转效率。
Anchoring agent mortar full-anchoring structure and full-anchoring method
The invention provides an anchoring agent mortar full-anchoring structure and a full-anchoring method. The full-anchoring structure comprises a drill hole and a rod body anchored in the drill hole, wherein the length of the rod body is larger than the depth of the drill hole, and the drill hole sequentially comprises an anchoring agent anchoring section and a mortar anchoring section from inside to outside; and in the anchoring agent anchoring section, the rod body is anchored in the drill hole through an anchoring agent, and in the mortar anchoring section, the rod body is anchored in the drill hole through mortar. According to the anchoring agent mortar full-anchoring structure, the drill hole sequentially comprises the anchoring agent anchoring section and the mortar anchoring section from inside to outside, the anchoring agent is used for anchoring the rod body in the anchoring agent anchoring section, due to the fact that the anchoring agent has the characteristics of being fast in solidification and firm in connection, the time interval from anchor rod installation to tensioning condition is shortened by more than 40 times compared with traditional mortar anchoring, the construction operation is simplified by 50% or above, and the material circulation efficiency is improved.
本发明提供了一种锚固剂砂浆全锚固结构及全锚固方法，其中全锚固结构包括：钻孔以及锚固在所述钻孔中的杆体，所述杆体的长度大于所述钻孔的深度，所述钻孔由内至外依次为锚固剂锚固段和砂浆锚固段；在所述锚固剂锚固段中所述杆体通过锚固剂锚固在所述钻孔中，在所述砂浆锚固段中所述杆体通过砂浆锚固在所述钻孔中。本发明钻孔由内至外依次为锚固剂锚固段和砂浆锚固段，在锚固剂锚固段中利用锚固剂对杆体进行锚固，由于锚固剂具有固结快、连接牢固的特点，安装锚杆后至具备张拉条件时间间隔比传统的砂浆锚固缩短40余倍，简化50％以上的施工操作，提高材料周转效率。
Anchoring agent mortar full-anchoring structure and full-anchoring method
一种锚固剂砂浆全锚固结构及全锚固方法
XIAO YUHANG (author) / HUO SHOUFENG (author) / PU WANXU (author) / JI HONGKUI (author) / WANG YINKUN (author) / WANG QIANG (author)
2021-01-29
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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