A foundation pit supporting structure with long spiral pressure grouting mortar pile and inserted steel
CN224692699UActive Publication Date: 2026-08-28CHINA CONSTR SEVENTH ENG DIVISION CORP LTD
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Patent Information
- Application Number
- CN202522252301.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-10-24
- Publication Date
- 2026-08-28
- Estimated Expiration
- 2035-10-24
AI Technical Summary
Technical Problem
[0003]现有的基坑支护采用基坑支护及止水措施有灌注桩排桩配合止水帷幕,例如桩间高压旋喷桩、咬合桩、三轴搅拌桩、SMW工法桩等,其中灌注桩造价高,施工振动大,高压旋喷桩对于卵石层的止水效果不可靠,三轴搅拌桩和SMW工法桩对于卵石层的成桩难度大,SMW工法桩由于型钢可回收,但是仅对于1~2层地下室的基坑支护在经济上有优势,由此需要一种兼顾钻孔桩的施工快速,钻进能力大,同时能进行型钢回收的支护方式显得愈发重要,提高基坑支护的绿色、节能环保、低碳和经济效益
Benefits of technology
[0012]通过综合设计一种长螺旋钻孔桩基,首先通过长螺旋钻杆成孔到底后,配合内部的灌浆管在孔底压灌低标号砂浆,通过在砂浆内掺入一定比例的膨润土,在钻孔工作时进行灌浆工作,无泥浆外运施工速度快,从而提高工作效率。
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Abstract
The utility model discloses a kind of foundation pit support structures of long spiral pressure grouting mortar pile inner inserted section steel, belong to building construction technical field, including long spiral pressure grouting mortar pile structure, the long spiral pressure grouting mortar pile structure includes long spiral drill rod, the long spiral drill rod outer wall is equipped with spiral blade, drill bit is installed at the long spiral drill rod bottom, grouting pipe is equipped in the long spiral drill rod, force retaining member is installed in the long spiral drill rod inside center, the force retaining member includes H-shaped steel and pile top corbel, and the pile top corbel top is connected with connecting piece. By comprehensive design a kind of long spiral drill hole pile foundation, first by long spiral drill rod to hole to bottom, cooperate internal grouting pipe and press grouting low-grade mortar at hole bottom, by mixing into certain proportion of bentonite in mortar, grouting work is carried out when punching work, mud is transported outside construction speed is fast, to improve work efficiency.
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