HFDG-150 Omnibearing Rotary Jet Grouting Grilling Rig

Chassis Form: Tramp walk/Track 360° rotary walk
Power Head Stroke:1.7-2m
Lifting Speed:4-6m/min
Rotary Torque:12-14KN.m

product Introduction

HFDG-150 walking all rotary spray rig is on the basis of the traditional technology of high-pressure rotary jet grouting and adopted a unique porous pipe and the front pressure monitoring devices, realize the hole force in slurry and ground pressure monitoring, and by adjusting the forced pulp quantity to control internal pressure, significantly reduce the disturbance of the surrounding foundation;Its technological characteristics are horizontal, inclined, vertical and arbitrary Angle construction, large pile diameter and good pile quality.

Features

  • Suitable for multi-pipe rotojet construction within the diameter of 142 drill pipe;It can display mud volume, air volume, ground pressure, rotary speed, lifting speed, lifting distance, stepping distance, swing spray Angle, etc.Printing part: it can print instantaneous mud amount, accumulated mud amount, instantaneous grouting pressure, lifting speed, pressure inside the hole bottom, air pressure, air flow, water pressure of cutting hole and water flow of cutting hole.

Application

It is used for multi-pipe rotojet construction within the diameter of 142 of drill pipe. It can realize the operating requirements of self-rotation, high and low speed, traveling, rotojet and swing jet.

TECHNICAL DATA

Parameters and Names HFDG-150B HFDG-150L
Chassis form Tramp walk Track 360° rotary walk   
Pillar form   stationary 0-90°Put a spray   
Power head form Through hole 150 mm hydraulic chuck Through hole 150 mm hydraulic chuck
Power head stroke 2m 1.7m
Speed Low speed 0-24r/min High speed 0-48r/min Low speed 0-24r/min High speed 0-48r/min
Promote force 10T 10 T
Rotary torque 12 Kn.m 14 Kn.m
Maximum lifting speed 4m/min 6m/min 
Construction parameter table of DG multi-pipe rotary jet grouting method
 Number Content Parameter Number Content Parameter
1 Pile diameter 2300mm 10 Pile bottom elevation -13.5
2 Water cement ratio 1: 1-1.5 11 Cutting water pressure 0-20Mpa
3 Mud pressure 40Mpa 12 Control of pile Angle error ≤1/100
4 Mud flow 90-130L/min 13 Interval trip 25mm
5 Main air pressure 0.7-1.05Mpa 14 Step lift time 45s
6 Main air flow 1.0-2.0Nm³/min 15 Speed 3-4rpm
7 Inverted suction pressure 0-20Mpa 16 Pressure in the ground 1.0.-1.8 coefficient
8 Reverse suction flow 0-60L/min 17 Cement dosage 40%
9 Column length 15m 18 Pile top elevation 1.5

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