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Loose rockfill slope anchor cable eccentric down-the-hole hammer all-casing pipe following anchoring construction method
The invention relates to the technical field of anchor cable construction, and discloses a loose rockfill slope anchor cable eccentric down-the-hole hammer all-casing pipe following anchoring construction method. The method comprises the following construction steps that (1), an anchor cable hole position is positioned, and a scaffold is erected; (2), a concentric down-the-hole hammer drills through the retaining wall; (3), an eccentric down-the-hole hammer and an all-casing pipe drill along with the pipe, and the all-casing pipe is inserted into an anchor cable hole; (4), the eccentric down-the-hole hammer retreats from the all-casing pipe; (5), the anchor cable is placed in the anchor cable hole, and after first normal-pressure grouting is conducted, the fall-casing pipe is pulled out of the anchor cable hole; and (6), second-time high-pressure grouting is conducted, and after the strength of the slurry reaches the set requirement, the anchor cable is tensioned and locked. The construction method has the advantages of being high in rock breaking efficiency, good in anchoring quality, easy and convenient to operate and low in comprehensive cost.
本发明涉及锚索施工的技术领域,公开了松散填石边坡锚索偏心潜孔锤全套管跟管成锚施工方法,包括以下施工步骤:1)、定位锚索孔位,搭设脚手架;2)同心潜孔锤钻穿挡墙;3)、偏心潜孔锤与全套管跟管钻进,全套管插入在锚索孔内;4)、偏心潜孔锤退出全套管;5)、将锚索放置在锚索孔内,第一次常压注浆后,将全套管从锚索孔内拔出;6)、第二次高压注浆,待浆体的强度达到设定要求后,张拉锁定锚索;施工方法,具有破岩效率高、锚固质量好、操作简便以及综合成本低的优点。
Loose rockfill slope anchor cable eccentric down-the-hole hammer all-casing pipe following anchoring construction method
The invention relates to the technical field of anchor cable construction, and discloses a loose rockfill slope anchor cable eccentric down-the-hole hammer all-casing pipe following anchoring construction method. The method comprises the following construction steps that (1), an anchor cable hole position is positioned, and a scaffold is erected; (2), a concentric down-the-hole hammer drills through the retaining wall; (3), an eccentric down-the-hole hammer and an all-casing pipe drill along with the pipe, and the all-casing pipe is inserted into an anchor cable hole; (4), the eccentric down-the-hole hammer retreats from the all-casing pipe; (5), the anchor cable is placed in the anchor cable hole, and after first normal-pressure grouting is conducted, the fall-casing pipe is pulled out of the anchor cable hole; and (6), second-time high-pressure grouting is conducted, and after the strength of the slurry reaches the set requirement, the anchor cable is tensioned and locked. The construction method has the advantages of being high in rock breaking efficiency, good in anchoring quality, easy and convenient to operate and low in comprehensive cost.
本发明涉及锚索施工的技术领域,公开了松散填石边坡锚索偏心潜孔锤全套管跟管成锚施工方法,包括以下施工步骤:1)、定位锚索孔位,搭设脚手架;2)同心潜孔锤钻穿挡墙;3)、偏心潜孔锤与全套管跟管钻进,全套管插入在锚索孔内;4)、偏心潜孔锤退出全套管;5)、将锚索放置在锚索孔内,第一次常压注浆后,将全套管从锚索孔内拔出;6)、第二次高压注浆,待浆体的强度达到设定要求后,张拉锁定锚索;施工方法,具有破岩效率高、锚固质量好、操作简便以及综合成本低的优点。
Loose rockfill slope anchor cable eccentric down-the-hole hammer all-casing pipe following anchoring construction method
松散填石边坡锚索偏心潜孔锤全套管跟管成锚施工方法
LI KAI (author) / LEI BIN (author) / WANG JIAN (author) / CHEN XIAOHUI (author) / YAO YUN (author) / LU RUIBO (author) / LIU BIAO (author) / WANG ZHENWEI (author)
2021-10-22
Patent
Electronic Resource
Chinese
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