Non-excavated micro-pile group/bundle pile-slab wall support structure and construction method
A non-excavation, supporting structure technology, applied in the direction of foundation structure engineering, excavation, sheet pile wall, etc., to achieve the effect of saving construction procedures
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Embodiment 1
[0060] The present invention also provides a construction method for a non-excavation micro-pile group / bundle pile slab wall support structure, the construction method is suitable for slopes formed by expansive soil regions and loess regions, and includes the following steps:
[0061] Step 1) Drilling:
[0062] Drill straight holes on the same horizontal line along the upper end of the slope protection body to construct upper grouting pipes of multiple unit modules,
[0063] In the lower part of the upper grouting pipes of multiple unit modules and on the same transverse horizontal line, the middle spiral grouting pipes of multiple unit modules are constructed,
[0064] And the lower grouting pipes of multiple unit modules are constructed on the same horizontal horizontal line in the middle spiral micro-pile group of multiple unit modules;
[0065] Step 2) build the miniature pile group:
[0066] Construct the upper support body along the inner wall of the upper grouting pip...
Embodiment 2
[0084] The present invention also provides a construction method of a non-excavation type miniature pile group / bundle pile slab wall support structure, the construction method is suitable for slope protection with rock formations, comprising the following steps:
[0085] Step 1) Drilling:
[0086] Drill straight holes on the same horizontal line along the upper end of the slope protection body to construct upper grouting pipes of multiple unit modules,
[0087] Constructing middle grouting pipes of multiple unit modules on the lower part of the upper grouting pipes of multiple unit modules and on the same transverse horizontal line,
[0088] And the lower grouting pipes of multiple unit modules are constructed on the same horizontal horizontal line in the medium and micro pile groups of multiple unit modules;
[0089] Step 2) build the miniature pile group:
[0090] Lower the upper reinforcement cage to the first base along the inner side of the inner wall of the upper grout...
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