CN109972612A - Major diameter deep layer mixed composite pile intelligence construction system and its application method - Google Patents
Major diameter deep layer mixed composite pile intelligence construction system and its application method Download PDFInfo
- Publication number
- CN109972612A CN109972612A CN201910390624.1A CN201910390624A CN109972612A CN 109972612 A CN109972612 A CN 109972612A CN 201910390624 A CN201910390624 A CN 201910390624A CN 109972612 A CN109972612 A CN 109972612A
- Authority
- CN
- China
- Prior art keywords
- drilling machine
- module
- sensor
- flow
- agent
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 54
- 238000010276 construction Methods 0.000 title claims abstract description 41
- 239000002131 composite material Substances 0.000 title claims abstract description 25
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 120
- 238000005553 drilling Methods 0.000 claims abstract description 105
- 238000012545 processing Methods 0.000 claims abstract description 44
- 230000010354 integration Effects 0.000 claims abstract description 24
- 230000005540 biological transmission Effects 0.000 claims abstract description 16
- 238000002156 mixing Methods 0.000 claims description 44
- 230000008569 process Effects 0.000 claims description 41
- 238000012544 monitoring process Methods 0.000 claims description 30
- 230000000694 effects Effects 0.000 claims description 22
- 238000003756 stirring Methods 0.000 claims description 22
- 239000004094 surface-active agent Substances 0.000 claims description 21
- 230000004907 flux Effects 0.000 claims description 20
- 241001074085 Scophthalmus aquosus Species 0.000 claims description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 18
- 239000002689 soil Substances 0.000 claims description 16
- 239000000243 solution Substances 0.000 claims description 10
- 230000003213 activating effect Effects 0.000 claims description 9
- 230000001965 increasing effect Effects 0.000 claims description 8
- 238000006073 displacement reaction Methods 0.000 claims description 6
- 239000000523 sample Substances 0.000 claims description 5
- 239000002002 slurry Substances 0.000 claims description 5
- 239000012190 activator Substances 0.000 claims description 4
- 239000004567 concrete Substances 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 230000002045 lasting effect Effects 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 238000012800 visualization Methods 0.000 abstract description 2
- 239000004568 cement Substances 0.000 description 4
- 238000012360 testing method Methods 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 238000013079 data visualisation Methods 0.000 description 2
- 238000005183 dynamical system Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 208000009146 rhinoscleroma Diseases 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Earth Drilling (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The invention discloses major diameter deep layer mixed composite pile intelligence construction system and its application methods, belong to pile foundation construction apparatus field, including interfacial agent processing module, curing agent processing module, Sensor Integration Module, signal integrate and transmission module, data processing and memory module, display and control module, drilling machine;Interfacial agent processing module and curing agent processing module are connect with drilling machine by high-pressure rubber pipe respectively;Sensor Integration Module is set between the power device of drilling machine and drilling rod;Signal is integrated and transmission module transmits data by air electromagnetic signals with interfacial agent processing module, curing agent processing module, Sensor Integration Module, drilling machine respectively;Circuit and signal integration module and data processing and memory module, display and control module pass through circuit transmission data.The present invention realizes the intelligence of pile machine equipment, visualization construction, has achieved the purpose that Parameter adjustable section, provides reliable data guidance for engineering.
Description
Technical field
The invention belongs to pile foundation construction apparatus fields, and in particular to major diameter deep layer mixed composite pile intelligence construction system
System and its application method.
Background technique
Cement-soil mixing pile is a kind of method for reinforcing soft ground, it is led to using cement as curing agent
Special Mixing Machine and pump for mortar transmission are crossed, mixes weak soil and curing agent action of forced stirring in ground depths, utilizes curing agent and soft
Generated a series of physical chemical reaction between soil makes weak soil scleroma at globality, water stability and higher base is held
Carry the composite foundation of power.There is core pipe on blender, head has blade.When blender rotates, pass through core pipe end mouth spray
Cement slurry is sprayed, is mixed with the soil shear failure for stirring pine by rotating vane, cement stabilization body is formed.Stirring-head is deep mixer
Important component, it directly affects the pile body uniformity for the deep-mixed pile that cement slurry and weak soil are mixed to form, and determines adding for ground
Gu effect.
Currently, deep-mixed pile mainly uses traditional stake machine, and existing deep-mixing pile driver has the following problems: one
It is that construction efficiency is affected by human factors that degree is big, the mechanically actuated of worker is horizontal and total quality influences construction efficiency, subjective
Construction error caused by factor is difficult to control;Second is that construction efficiency is low, it is slow in dense sand stratum mid-deep strata blender rate of penetration, if
Harder soil layer is encountered, mixing pile construction may not be able to continue, and seriously affect construction speed;Third is that construction cost
Height, equipment damage is serious, to the abrasion of drill bit than more serious when deep-mixing pile driver is crept into dense sand stratum.The above problem is
Through become restrict major diameter deep layer mixed composite pile field development key factor, how efficiently, science solve the above problems
Be it is presently most urgent, be based on this, the invention proposes a kind of major diameter deep layer mixed composite pile intelligence construction system and
Its application method.
Summary of the invention
For the above-mentioned technical problems in the prior art, the invention proposes major diameter deep layer mixed composite pile intelligence
Change construction system and its application method, overcomes the deficiencies in the prior art.By Sensor Integration Module, construction has effectively been monitored
The series of parameters such as the decrease speed of drilling rod, revolving speed, torque in the process, the visualization construction and intelligence for being conducive to equipment are applied
Work;By set interface activating agent processing module, the resistance of blade in whipping process is effectively reduced.
To achieve the goals above, the present invention adopts the following technical scheme:
Major diameter deep layer mixed composite pile intelligence construction system, it is characterised in that: including interfacial agent processing module, solidification
Agent processing module, Sensor Integration Module, signal integrates and transmission module, data processing and memory module, display and control mould
Block, drilling machine;The interfacial agent processing module is connect with drilling machine by high-pressure rubber pipe;The curing agent processing module and drilling machine
It is connected by high-pressure rubber pipe;The Sensor Integration Module is set between the power device of drilling machine and drilling rod, sensor integration
It is attached between module and drilling machine by flange;The signal is integrated and transmission module handles mould with interfacial agent respectively
Block, curing agent processing module, Sensor Integration Module, drilling machine transmit data by air electromagnetic signals;The circuit and signal
Integration module and data processing and memory module, display and control module pass through circuit transmission data.
Preferably, the interfacial agent processing module includes interfacial agent storage box, water tank, No. 1 booster pump, No. 2
Booster pump, No. 3 booster pumps, mixing tank, No. 1 concentration sensor, No. 1 flow sensor, No. 2 flow sensors, No. 3 flow sensings
Device;
Preferably, the curing agent processing module includes curing agent storage tank, water pot, blending tank, No. 4 booster pumps, No. 4 flows biographies
Sensor, No. 2 concentration sensors;
Preferably, the Sensor Integration Module include displacement sensor, pressure sensor, torque sensor, obliquity sensor,
Velocity sensor, speed probe.
The interfacial agent storage box, No. 1 booster pump, No. 1 flow sensor pass sequentially through high-pressure rubber pipe series connection, are formed
Series circuit 1;The water tank, No. 2 booster pumps, No. 2 flow sensors pass sequentially through high-pressure rubber pipe series connection, form series circuit 2;
By series circuit 1 and series circuit 2 carry out it is in parallel after successively passed with mixing tank, No. 3 booster pumps, No. 3 flows by high-pressure rubber pipe
Sensor, drilling machine series connection;
No. 1 flow sensor is pumped to flow when mixing tank for observation interface activating agent;No. 2 flow sensors
For monitoring flow when pure water is pumped to mixing tank;No. 3 flow sensors for observation interface activator solution by
Flow when mixing tank pumps out.
No. 1 concentration sensor is installed on the bottom plate inside mixing tank, for monitoring mixing tank inner boundary activating agent
The concentration of solution;No. 2 concentration sensors are installed on the bottom plate inside blending tank, for monitoring curing agent slurries in blending tank
Concentration.
After the curing agent storage tank is in parallel with water pot, parallel line is successively increased with mixing pump, No. 4 by high-pressure rubber pipe
Press pump, No. 4 flow sensors, drilling machine series connection, when No. 4 flow sensors are pumped out for monitoring curing agent solution by mixing tube
Flow.
Preferably, No. 1 booster pump, No. 2 booster pumps, No. 3 booster pumps, No. 4 booster pumps working pressure range be 0-
5MPa。
Institute's displacement sensors are used to monitor vertical deviation of the drilling rod of drilling machine in lower brill whipping process;The pressure passes
Sensor is for monitoring in drilling machine going down process drilling rod to the positive pressure of soil layer;The torque sensor is for monitoring lower brill stirring
The driving torque value that the dynamical system of drilling machine generates in the process;The drilling rod that the obliquity sensor is used to monitor drilling machine is stirred in lower brill
Tilt angle during mixing;The drilling rod that velocity sensor is used to monitor drilling machine vertically moves speed in lower brill whipping process
Degree;The speed probe is used to monitor horizontal rotation speed of the drilling rod of drilling machine in lower brill whipping process.
The monitoring result of the display and control module for all the sensors in display system operational process, and according to prison
It surveys result and manual control or automation control is carried out to modules, equipment in system.
Major diameter deep layer mixed composite pile intelligence construction system application method, it is characterised in that: using such as claim 1
The major diameter deep layer mixed composite pile intelligence construction system, when data processing and storage module receive signal it is integrated and
After the data of transmission module, system control is carried out as follows:
Step 1: the range of a best torque is set under different soil property, different soil depth conditions as [T1, T2],
Interfacial agent injection maximum stream flow is set as Qmax, interfacial agent maximum concentration is Wmax;
Step 2: being bored in whipping process under drilling machine, monitoring stirring depth h, torque value T, pressure value F, according to the torsion of going down process
The size of square value T, system control are divided into following three kinds of situations:
(1) in drilling machine going down process, stirring depth is h1, when pressure value F1, torque value T1 ' < T1, continues to increase lower brill
Speed keeps and records the running speed V1 of drilling machine at this time, interfacial activity agent flux Q1, boundary until torque value increases to T1
Face surfactant concentration W1;
(2) in drilling machine going down process, stirring depth is h0, when pressure value F0, torque value T0 ' ∈ [T1, T2], is kept simultaneously
Running speed V0, the interfacial activity agent flux Q0, surfactant concentration W0 of the drilling machine of record at this time;
(3) in drilling machine going down process, stirring depth is h2, when pressure value F2, torque value T2 ' > T2, is divided into following three kinds
Concrete condition is controlled:
A, the flow for continuing to increase interfacial agent, when the flow of interfacial agent is Q2(Q2 < Qmax) when, torque value T2 '
=T2 keeps and records the running speed V2 of drilling machine at this time, interfacial activity agent flux Q2, surfactant concentration W2;
B, the flow for continuing to increase interfacial agent and when torque value T2 ' > T2, is held when the flow of interfacial agent is Qmax
The continuous concentration for increasing interfacial agent, when the concentration of interfacial agent is W2, torque value T2 '=T2 keeps and records at this time
Drilling machine running speed V2, interfacial activity agent flux Qmax, surfactant concentration W2;
C, the flow for continuing to increase interfacial agent and when torque value T2 ' > T2, is held when the flow of interfacial agent is Qmax
The continuous concentration for increasing interfacial agent, it is lasting to reduce lower bore when torque value T2 ' > T2 when the concentration of interfacial agent is Wmax
Speed, until torque value T2 '=T2, keep and record the running speed V2 of drilling machine at this time, interfacial activity agent flux Qmax,
Surfactant concentration Wmax.
Step 3: by all monitoring data of three kinds of situation final entries of step 2 formed database save to data processing and
Storage module sets stirring depth h, torque value T, pressure value F as conditional parameter, sets running speed V, the interfacial activity of drilling machine
Agent flux Q, surfactant concentration W are target component.
Step 4: when boring in whipping process under drilling machine, depth h, torque value T, pressure being stirred according to monitoring result conditional parameter
Force value F is the value range of conditional parameter, and simultaneously control system executes its corresponding target component (running speed V, boundary to dynamic select
Face activity agent flux Q, surfactant concentration W).
Step 5: after being drilled into setting stirring depth under drilling machine, completing intelligent construction operation.
Advantageous effects brought by the present invention:
(1) by Sensor Integration Module, a system such as the decrease speed of drilling rod, revolving speed, torque in work progress has effectively been monitored
Column parameter is conducive to the intelligent construction of equipment;(2) by set interface activating agent processing module, whipping process is effectively reduced
The resistance of middle blade;(3) by setting concentration sensor, it is capable of the dense of moment display interface activator solution and curing agent solution
Degree, has reached data visualization, the purpose of Parameter adjustable section;It (4), can be with dynamic monitoring pipeline by the setting of flow sensor
In flow value be capable of providing the guidance of reliable data when encountering engineering problem.
Detailed description of the invention
Fig. 1 is the overall structure diagram of major diameter deep layer mixed composite pile intelligence construction system of the present invention;
Wherein, 1- interfacial agent storage box;2- water tank;3-1 booster pump;4-2 booster pump;5-3 booster pump;6- mixing
Case;7-1 flow sensor;8-2 flow sensor;9-1 concentration sensor;10-3 flow sensor;11- water pot;
12- curing agent storage tank;13- blending tank;14-2 concentration sensor;15-4 booster pump;16-4 flow sensor;17-
Drilling machine;18- drilling rod.
Specific embodiment
With reference to the accompanying drawing and specific embodiment invention is further described in detail:
Embodiment 1:
As shown in Figure 1, major diameter deep layer mixed composite pile intelligence construction system, it is characterised in that: at interfacial agent
It manages integrated module, curing agent processing module, Sensor Integration Module, signal and transmission module, data processing and memory module, show
Show and control module, drilling machine 17;The interfacial agent processing module is connect with drilling machine 17 by high-pressure rubber pipe;The curing agent
Processing module is connect with drilling machine 17 by high-pressure rubber pipe;The Sensor Integration Module is set to the power device and brill of drilling machine 17
Between bar 18, it is attached between Sensor Integration Module and drilling machine 17 by flange;The signal is integrated and transmission module is divided
It is not passed with interfacial agent processing module, curing agent processing module, Sensor Integration Module, drilling machine 17 by air electromagnetic signals
Transmission of data;The circuit and signal integration module and data processing and memory module, display and control module pass through circuit transmission
Data.
Preferably, the interfacial agent processing module includes 2, No. 1 interfacial agent storage box 1, water tank booster pumps 3,2
Number 4, No. 3 booster pumps 5 of booster pump, the flow sensor 8,3 of flow sensor 7,2 of concentration sensor 9,1 of mixing tank 6,1
Flow sensor 10;
Preferably, the curing agent processing module includes 13, No. 4 curing agent storage tank 12, water pot 11, blending tank booster pumps 15,4
Number 16, No. 2 concentration sensors 14 of flow sensor;
Preferably, the Sensor Integration Module include displacement sensor, pressure sensor, torque sensor, obliquity sensor,
Velocity sensor, speed probe.
The flow sensor 7 of booster pump 3,1 of the interfacial agent storage box 1,1 passes sequentially through high-pressure rubber pipe series connection,
Form series circuit 1;The flow sensor 8 of booster pump 4,2 of the water tank 2,2 passes sequentially through high-pressure rubber pipe series connection, forms string
On line road 2;By series circuit 1 and series circuit 2 carry out it is in parallel after by high-pressure rubber pipe successively with 6, No. 3 booster pumps 5 of mixing tank,
No. 3 flow sensors 10, drilling machine 17 are connected;
No. 1 flow sensor 7 is pumped to flow when mixing tank 6 for observation interface activating agent;No. 2 flow sensings
Device 8 is used to monitor flow when pure water is pumped to mixing tank 6;No. 3 flow sensors 10 are used for observation interface activating agent
Flow when solution is pumped out by mixing tank 6.
No. 1 concentration sensor 9 is installed on the bottom plate inside mixing tank 6, for monitoring mixing tank 6 inner boundary activity
The concentration of agent solution;No. 2 concentration sensors 14 are installed on the bottom plate inside blending tank 13, are solidified for monitoring in blending tank 13
The concentration of agent slurries.
After the curing agent storage tank 12 is in parallel with water pot 11, by parallel line by high-pressure rubber pipe successively with blending tank
13,15, No. 4 flow sensors 16 of No. 4 booster pumps, drilling machine 17 are connected, and No. 4 flow sensors 16 are molten for monitoring curing agent
Flow when liquid is pumped out by blending tank 13.
Preferably, the working pressure range of the booster pump 4,3 of No. 1 booster pump 3,25, No. 4 booster pumps 15 of booster pump
For 0-5MPa.
Institute's displacement sensors are used to monitor vertical deviation of the drilling rod 18 of drilling machine 17 in lower brill whipping process;The pressure
Force snesor is for monitoring in 17 going down process of drilling machine drilling rod 18 to the positive pressure of soil layer;The torque sensor is for monitoring
The driving torque value that the dynamical system of drilling machine 17 generates in lower brill whipping process;The obliquity sensor is for monitoring drilling machine 17
Tilt angle of the drilling rod 18 in lower brill whipping process;The drilling rod 18 that velocity sensor is used to monitor drilling machine 17 is stirred in lower brill
Speed is vertically moved in journey;The speed probe is used to monitor level of the drilling rod 18 of drilling machine 17 in lower brill whipping process
Rotation speed.
The monitoring result of the display and control module for all the sensors in display system operational process, and according to prison
It surveys result and manual control or automation control is carried out to modules, equipment in system.
Embodiment 2:
On the basis of the above embodiments, equipment operation test is carried out on outdoor sports.Test pile diameter is 1.5m, and depth is
15m, using major diameter deep layer mixed composite pile intelligence construction system application method provided by the invention, for testing intelligence
The operational effect of equipment.Wherein, particular technique is as follows:
Using major diameter deep layer mixed composite pile intelligence construction system, when data processing and storage module receive signal and integrate
And after the data of transmission module, system control is carried out as follows:
Step 1: the range of a best torque is set under different soil property, different soil depth conditions as [T1, T2],
Interfacial agent injection maximum stream flow is set as Qmax, interfacial agent maximum concentration is Wmax;
Step 2: being bored in whipping process under drilling machine 17, monitoring stirring depth h, torque value T, pressure value F, according to going down process
The size of torque value T, system control are divided into following three kinds of situations:
(1) in 17 going down process of drilling machine, stirring depth is h1, when pressure value F1, torque value T1 ' < T1, under continuing to increase
Drilling speed degree keeps until torque value increases to T1 and records the running speed V1 of drilling machine 17 at this time, interfacial activity agent flux
Q1, surfactant concentration W1;
(2) in 17 going down process of drilling machine, stirring depth is h0, when pressure value F0, torque value T0 ' ∈ [T1, T2], is kept
And record running speed V0, the interfacial activity agent flux Q0, surfactant concentration W0 of drilling machine 17 at this time;
(3) in 17 going down process of drilling machine, stirring depth is h2, when pressure value F2, torque value T2 ' > T2, is divided into following three
Concrete condition is planted to be controlled:
A, the flow for continuing to increase interfacial agent, when the flow of interfacial agent is Q2(Q2 < Qmax) when, torque value T2 '
=T2 keeps and records the running speed V2 of drilling machine 17 at this time, interfacial activity agent flux Q2, surfactant concentration W2;
B, the flow for continuing to increase interfacial agent and when torque value T2 ' > T2, is held when the flow of interfacial agent is Qmax
The continuous concentration for increasing interfacial agent, when the concentration of interfacial agent is W2, torque value T2 '=T2 keeps and records at this time
Drilling machine 17 running speed V2, interfacial activity agent flux Qmax, surfactant concentration W2;
C, the flow for continuing to increase interfacial agent and when torque value T2 ' > T2, is held when the flow of interfacial agent is Qmax
The continuous concentration for increasing interfacial agent, it is lasting to reduce lower bore when torque value T2 ' > T2 when the concentration of interfacial agent is Wmax
Speed, until torque value T2 '=T2, keeps and record the running speed V2 of drilling machine 17 at this time, interfacial activity agent flux
Qmax, surfactant concentration Wmax.
Step 3: by all monitoring data of three kinds of situation final entries of step 2 formed database save to data processing and
Storage module sets stirring depth h, torque value T, pressure value F as conditional parameter, and running speed V, the interface for setting drilling machine 17 are living
Property agent flux Q, surfactant concentration W be target component.
Step 4: bored in whipping process when drilling machine 17 is lower, according to monitoring result conditional parameter stir depth h, torque value T,
Pressure value F is the value range of conditional parameter, dynamic select and control system execute its corresponding target component (running speed V,
Interfacial activity agent flux Q, surfactant concentration W).
Step 5: after being drilled into setting stirring depth under drilling machine 17, completing intelligent construction operation.
Technological guidance is carried out according to above-mentioned steps, intelligent equipment operating status is good, during boring under drilling machine and above mentioning,
Resistance Value is basically stable in optimized scope, and learning equipment, record data are more comprehensive.
Major diameter deep layer mixed composite pile intelligence construction system of the present invention and its application method, pass through sensor integration mould
Block has effectively monitored the series of parameters such as the decrease speed of drilling rod, revolving speed, torque in work progress, has been conducive to the visual of equipment
Change construction and intelligent construction;By set interface activating agent processing module, the resistance of blade in whipping process is effectively reduced;It reaches
Data visualization, the purpose of Parameter adjustable section are arrived;Reliable data guidance can be provided for engineering.
Certainly, the above description is not a limitation of the present invention, and the present invention is also not limited to the example above, this technology neck
The variations, modifications, additions or substitutions that the technical staff in domain is made within the essential scope of the present invention also belong to guarantor of the invention
Protect range.
Claims (8)
1. major diameter deep layer mixed composite pile intelligence construction system, it is characterised in that: including interfacial agent processing module, admittedly
Agent processing module, Sensor Integration Module, signal integrates and transmission module, data processing and memory module, display and control
Module, drilling machine;The interfacial agent processing module is connect with drilling machine by high-pressure rubber pipe;The curing agent processing module and brill
Machine is connected by high-pressure rubber pipe;The Sensor Integration Module is set between the power device of drilling machine and drilling rod, sensor collection
It is attached between module and drilling machine by flange;The signal is integrated and transmission module handles mould with interfacial agent respectively
Block, curing agent processing module, Sensor Integration Module, drilling machine transmit data by air electromagnetic signals;The circuit and signal
Integration module and data processing and memory module, display and control module pass through circuit transmission data;
The interfacial agent processing module includes interfacial agent storage box, water tank, No. 1 booster pump, No. 2 booster pumps, No. 3 increasings
Press pump, mixing tank, No. 1 concentration sensor, No. 1 flow sensor, No. 2 flow sensors, No. 3 flow sensors;
The curing agent processing module includes curing agent storage tank, water pot, blending tank, No. 4 booster pumps, No. 4 flow sensors, 2
Number concentration sensor;
The Sensor Integration Module includes displacement sensor, pressure sensor, torque sensor, obliquity sensor, speed biography
Sensor, speed probe.
2. major diameter deep layer mixed composite pile intelligence construction system according to claim 1, it is characterised in that: the boundary
Face activating agent storage box, No. 1 booster pump, No. 1 flow sensor pass sequentially through high-pressure rubber pipe series connection, form series circuit 1;It is described
Water tank, No. 2 booster pumps, No. 2 flow sensors pass sequentially through high-pressure rubber pipe series connection, form series circuit 2;By series circuit 1 with
Series circuit 2 is successively connected with mixing tank, No. 3 booster pumps, No. 3 flow sensors, drilling machines after carrying out parallel connection by high-pressure rubber pipe;
No. 1 flow sensor is pumped to flow when mixing tank for observation interface activating agent;No. 2 flow sensors
For monitoring flow when pure water is pumped to mixing tank;No. 3 flow sensors for observation interface activator solution by
Flow when mixing tank pumps out.
3. major diameter deep layer mixed composite pile intelligence construction system according to claim 1, it is characterised in that: described 1
Number concentration sensor is installed on the bottom plate inside mixing tank, for monitoring the concentration of mixing tank inner boundary activator solution;No. 2
Concentration sensor is installed on the bottom plate inside blending tank, for monitoring the concentration of curing agent slurries in blending tank.
4. major diameter deep layer mixed composite pile intelligence construction system according to claim 1, it is characterised in that: described solid
After agent storage tank is in parallel with water pot, parallel line is successively passed with blending tank, No. 4 booster pumps, No. 4 flows by high-pressure rubber pipe
Sensor, drilling machine series connection, No. 4 flow sensors are used to monitor flow when curing agent solution is pumped out by blending tank.
5. major diameter deep layer mixed composite pile intelligence construction system according to claim 1, it is characterised in that: described 1
Number booster pump, No. 2 booster pumps, No. 3 booster pumps, No. 4 booster pumps working pressure range be 0-5MPa.
6. major diameter deep layer mixed composite pile intelligence construction system according to claim 1, it is characterised in that: institute's rheme
Displacement sensor is used to monitor vertical deviation of the drilling rod of drilling machine in lower brill whipping process;The pressure sensor is bored for monitoring
Positive pressure of the drilling rod to soil layer in machine going down process;The torque sensor is used to monitor the dynamic of drilling machine in lower brill whipping process
The driving torque value that Force system generates;The obliquity sensor is used to monitor inclination of the drilling rod of drilling machine in lower brill whipping process
Angle;The drilling rod that velocity sensor is used to monitor drilling machine vertically moves speed in lower brill whipping process;The revolution speed sensing
Device is used to monitor horizontal rotation speed of the drilling rod of drilling machine in lower brill whipping process.
7. major diameter deep layer mixed composite pile intelligence construction system according to claim 1, it is characterised in that: described aobvious
Show and monitoring result of the control module for all the sensors in display system operational process, and according to monitoring result in system
Modules, equipment carry out manual control or automation control.
8. major diameter deep layer mixed composite pile intelligence construction system application method, it is characterised in that: using such as claim 1 institute
The major diameter deep layer mixed composite pile intelligence construction system stated, when data processing and storage module receive signal and integrate and pass
After the data of defeated module, system control is carried out as follows:
Step 1: the range of a best torque is set under different soil property, different soil depth conditions as [T1, T2],
Interfacial agent injection maximum stream flow is set as Qmax, interfacial agent maximum concentration is Wmax;
Step 2: being bored in whipping process under drilling machine, monitoring stirring depth h, torque value T, pressure value F, according to the torsion of going down process
The size of square value T, system control are divided into following three kinds of situations:
(1) in drilling machine going down process, stirring depth is h1, when pressure value F1, torque value T1 ' < T1, continues to increase lower brill
Speed keeps and records the running speed V1 of drilling machine at this time, interfacial activity agent flux Q1, boundary until torque value increases to T1
Face surfactant concentration W1;
(2) in drilling machine going down process, stirring depth is h0, when pressure value F0, torque value T0 ' ∈ [T1, T2], is kept simultaneously
Running speed V0, the interfacial activity agent flux Q0, surfactant concentration W0 of the drilling machine of record at this time;
(3) in drilling machine going down process, stirring depth is h2, when pressure value F2, torque value T2 ' > T2, is divided into following three kinds
Concrete condition is controlled:
A, the flow for continuing to increase interfacial agent, when the flow of interfacial agent is Q2(Q2 < Qmax) when, torque value T2 '
=T2 keeps and records the running speed V2 of drilling machine at this time, interfacial activity agent flux Q2, surfactant concentration W2;
B, the flow for continuing to increase interfacial agent and when torque value T2 ' > T2, is held when the flow of interfacial agent is Qmax
The continuous concentration for increasing interfacial agent, when the concentration of interfacial agent is W2, torque value T2 '=T2 keeps and records at this time
Drilling machine running speed V2, interfacial activity agent flux Qmax, surfactant concentration W2;
C, the flow for continuing to increase interfacial agent and when torque value T2 ' > T2, is held when the flow of interfacial agent is Qmax
The continuous concentration for increasing interfacial agent, it is lasting to reduce lower bore when torque value T2 ' > T2 when the concentration of interfacial agent is Wmax
Speed, until torque value T2 '=T2, keep and record the running speed V2 of drilling machine at this time, interfacial activity agent flux Qmax,
Surfactant concentration Wmax;
Step 3: all monitoring data of three kinds of situation final entries of step 2 being formed into database and are saved to data processing and storage
Module sets stirring depth h, torque value T, pressure value F as conditional parameter, sets running speed V, the interfacial agent stream of drilling machine
Measuring Q, surfactant concentration W is target component;
Step 4: when boring in whipping process under drilling machine, depth h, torque value T, pressure value being stirred according to monitoring result conditional parameter
F is the value range of conditional parameter, and dynamic select and control system execute its corresponding target component (running speed V, interface work
Property agent flux Q, surfactant concentration W);
Step 5: after being drilled into setting stirring depth under drilling machine, completing intelligent construction operation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910390624.1A CN109972612A (en) | 2019-05-10 | 2019-05-10 | Major diameter deep layer mixed composite pile intelligence construction system and its application method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910390624.1A CN109972612A (en) | 2019-05-10 | 2019-05-10 | Major diameter deep layer mixed composite pile intelligence construction system and its application method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109972612A true CN109972612A (en) | 2019-07-05 |
Family
ID=67073442
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910390624.1A Pending CN109972612A (en) | 2019-05-10 | 2019-05-10 | Major diameter deep layer mixed composite pile intelligence construction system and its application method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109972612A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021017798A1 (en) * | 2019-07-26 | 2021-02-04 | 北京中岩大地科技股份有限公司 | Construction method for achieving large-diameter deep mixing on basis of resistance reduction |
WO2021135156A1 (en) * | 2019-12-29 | 2021-07-08 | 北京中岩大地科技股份有限公司 | Construction apparatus for deep stirring by using curing material and construction method therefor |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0885941A (en) * | 1994-09-20 | 1996-04-02 | Ohbayashi Corp | System for mixing method with stirring |
JP2013155542A (en) * | 2012-01-31 | 2013-08-15 | Fudo Tetra Corp | Drilling and agitating method for hard ground |
CN103981854A (en) * | 2014-05-15 | 2014-08-13 | 东南大学 | Processing system and carbonization pile-forming method used for ground stabilization |
KR20160090696A (en) * | 2015-01-22 | 2016-08-01 | 주식회사 한국 지오텍 | Apparatus and method for soft soil improving ungi automated management system |
WO2016208543A1 (en) * | 2015-06-25 | 2016-12-29 | 株式会社チダエンジニアリング | Deep layer mixing method using powdery solidifying material, and deep layer mixing device |
WO2017131482A1 (en) * | 2016-01-26 | 2017-08-03 | 계명대학교 산학협력단 | Dental mixing tip |
CN210049232U (en) * | 2019-05-10 | 2020-02-11 | 北京中岩大地科技股份有限公司 | Intelligent construction system for large-diameter deep mixing composite pile |
-
2019
- 2019-05-10 CN CN201910390624.1A patent/CN109972612A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0885941A (en) * | 1994-09-20 | 1996-04-02 | Ohbayashi Corp | System for mixing method with stirring |
JP2013155542A (en) * | 2012-01-31 | 2013-08-15 | Fudo Tetra Corp | Drilling and agitating method for hard ground |
CN103981854A (en) * | 2014-05-15 | 2014-08-13 | 东南大学 | Processing system and carbonization pile-forming method used for ground stabilization |
KR20160090696A (en) * | 2015-01-22 | 2016-08-01 | 주식회사 한국 지오텍 | Apparatus and method for soft soil improving ungi automated management system |
WO2016208543A1 (en) * | 2015-06-25 | 2016-12-29 | 株式会社チダエンジニアリング | Deep layer mixing method using powdery solidifying material, and deep layer mixing device |
WO2017131482A1 (en) * | 2016-01-26 | 2017-08-03 | 계명대학교 산학협력단 | Dental mixing tip |
CN210049232U (en) * | 2019-05-10 | 2020-02-11 | 北京中岩大地科技股份有限公司 | Intelligent construction system for large-diameter deep mixing composite pile |
Non-Patent Citations (1)
Title |
---|
刘松玉;: "污染场地测试评价与处理技术", 岩土工程学报, no. 01 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021017798A1 (en) * | 2019-07-26 | 2021-02-04 | 北京中岩大地科技股份有限公司 | Construction method for achieving large-diameter deep mixing on basis of resistance reduction |
WO2021135156A1 (en) * | 2019-12-29 | 2021-07-08 | 北京中岩大地科技股份有限公司 | Construction apparatus for deep stirring by using curing material and construction method therefor |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102808427B (en) | Composite grouting reinforcement anti-seepage treatment technology | |
CN204080817U (en) | A kind of novel dual spindle soil-cement agitation pile device changing whitewashing up and down | |
CN104929115A (en) | Single-shaft cemented soil stirring pile machine capable of working in lower clearance mode and construction method of single-shaft cemented soil stirring pile machine | |
CN207377495U (en) | A kind of multifunctional testing and experiment porch for jet drilling desk research | |
CN107893634A (en) | A kind of multifunctional testing and experiment porch for jet drilling desk research | |
CN207891870U (en) | A kind of intelligent plant pile driving construction equipment | |
CN109972612A (en) | Major diameter deep layer mixed composite pile intelligence construction system and its application method | |
CN111794218A (en) | Construction quality control device for solidified soil pile and construction method thereof | |
CN111364441B (en) | Intelligent informationized vibration grouting machine with adjustable vibration and controllable direction | |
CN104278679A (en) | Envelope structure combining five (six) shaft mixing piles with precast tubular piles and construction method | |
CN108086311A (en) | A kind of intelligent plant pile driving construction equipment | |
CN104775412B (en) | Stratum reinforcement PSC construction method | |
CN104632111B (en) | Device and method for transmitting downhole signal through using mud pulse under aerated drilling condition | |
CN105780762A (en) | Chiseling-free pile head construction method | |
CN210049232U (en) | Intelligent construction system for large-diameter deep mixing composite pile | |
CN217379024U (en) | Monitoring control system device of strength core composite pile | |
CN110438975B (en) | Microbial grouting device for reinforcing deep soft clay and construction method | |
CN206815410U (en) | A kind of experimental rig of indoor full automatic simulation cement mixing method | |
CN109342135A (en) | A kind of laboratory testing rig and method of the uniform curing clay of microorganism | |
CN202393664U (en) | Indoor experiment device for simulating soil cutting capability of high pressure rotating spraying technology | |
CN204875766U (en) | Unipolar cement mixing method machine that can low clearance operation | |
CN212003017U (en) | Drilling machine | |
CN112539030A (en) | Simulation test device and method for forward power reaming construction of horizontal directional drill | |
CN210637029U (en) | Electric-drive ultra-deep cement mixing pile machine | |
CN207405619U (en) | Using porous particle as the microorganism cement mixing method preparation facilities of carrier |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190705 |
|
WD01 | Invention patent application deemed withdrawn after publication |