CN108343062A - A kind of intelligent plant pile construction method - Google Patents
A kind of intelligent plant pile construction method Download PDFInfo
- Publication number
- CN108343062A CN108343062A CN201810133432.8A CN201810133432A CN108343062A CN 108343062 A CN108343062 A CN 108343062A CN 201810133432 A CN201810133432 A CN 201810133432A CN 108343062 A CN108343062 A CN 108343062A
- Authority
- CN
- China
- Prior art keywords
- pile
- drilling rod
- construction
- prefabricated
- stake
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/26—Placing by using several means simultaneously
Abstract
The present invention provides a kind of intelligent plant pile construction method, includes the following steps：(1) fluidised form solidified earth is formed；(2) it is implanted into prefabricated pile.Step (1) includes：Configure two slurries, construction mixing pile aspects：The soil body aliquot replacement in stake holes, stir in situ are formed by fluidised form solidified earth using the drilling rod with upper and lower mouth spray, lower brill construction when construction mixing pile；In drilling process, slurries that upper mouth spray sprays by the blade on drilling rod further with soil shear failure；It is implanted into during prefabricated pile, is implanted into prefabricated pile body in fluidised form solidified earth, forms composite pile；Cycle construction mixing pile, implantation prefabricated pile successively, form more composite piles.Compared with prior art, equipment consolidation process weak soil basis using the present invention, has uniform intensity, uniform density, higher bearing capacity and preferable water-stagnating effect, construction cost is low, dust pollution is controlled in work progress, and non-environmental-pollution is environmentally protective.
Description
Technical field
The present invention relates to technical field of civil engineering, are specifically related to a kind of intelligent construction method for planting stake.
Background technology
In field of civil engineering, traditional construction of prefabricated piles mainly has hammering method and static pressure method, both modes are deposited
The problems such as penetrating resistance is big, speed is slow, soil compaction is serious, to the building on periphery, pipeline and structure during construction of prefabricated piles
It builds object and generates harm.Although taking some stress release measures that can alleviate the harm of soil compaction, this soil compaction facts have proved
Harm is difficult to eliminate.In addition, formation resistance is bigger, need the pressure of pile sinking bigger, leads to damage of the pile driving process to pile body just
It is bigger.In order to protect pile body without damage in work progress, it is necessary to using the piling compared with high-bearing capacity so that the cost of pile foundation
Increase very much.Another method is pilot hole drag reduction, and this not only adds construction costs, although and pilot hole drag reduction, also reduce
The side-friction force of foundation soil, leads to the reduction of bearing capacity of pile foundation, to increase project cost.
In mud class soft layer, since the frictional resistance of the soil body is relatively low, cause the side bearing capacity of pile body smaller so that
The intensity of pile shaft material does not play effect, cannot fully apply, and generates larger waste.
Prefabricated pile enters decomposed rock and is currently impossible across dense sand stratum, to limit the application range of prefabricated pile.
For the region of surrounding enviroment complexity, it can only use cast-in-situ bored pile, cast-in-situ bored pile in the construction process will production
Raw a large amount of slurry coat method and pore-forming pulping will generate pollution to environment.Simultaneously as the quality of concrete placed under water is difficult to
Ensure and the mudcake on drill-pouring pile body periphery causes pile body bearing capacity to decline so that the cost of cast-in-situ bored pile is than prefabricated pile
Cost is high by 40% or more.
It drills in sandy gravel stratum, borehole cleaning is very difficult, so that the construction time of cast-in-situ bored pile and cost is increased more.
The problem of being haveed the advantages that based on prefabricated pile basis and bored pile foundation and respective, the highly desirable general of engineering circles
The advantages of this two kinds of pile foundations, develops, overcome its there are the shortcomings that, need to innovate a kind of pile foundation construction equipment.
Invention content
Technical problem to be solved by the present invention lies in overcome problems of the prior art, provide a kind of intelligence
Plant pile construction method.
A kind of intelligent plant pile construction method, includes the following steps：
(1) fluidised form solidified earth is formed
1) slurries are configured：
Slurries parameter is inputted in the pulp feeding system of backstage, carries out River Bank Stability automatically；
2) construction mixing pile：
Construction parameter is inputted in the intellectualizing system of mixing pile construction equipment, using the drilling rod with upper and lower mouth spray,
Soil body aliquot replacement in stake holes, stir in situ are formed fluidised form solidified earth by lower brill construction；In drilling process, upper mouth spray spray
The slurries gone out by the blade on drilling rod further with soil shear failure；After inputting construction parameter, whole process automated construction；
(2) it is implanted into prefabricated pile：
It is implanted into prefabricated pile body in fluidised form solidified earth, prefabricated pile body is docked by more piece, and it is solid that previous section pile body is inserted into fluidised form
Change in soil and reserved banjo fixing butt jointing, later section pile body are lifted by crane and docked with previous section pile body, prefabricated pile is continued into after docking
Body forms composite pile until all prefabricated piles are all implanted into；
Cycle construction mixing pile, implantation prefabricated pile successively, form more composite piles.
Lower in step 2) to bore construction, detailed process is as follows：
A) drilling rod stirring is sunk, and is sunk since stake top absolute altitude h1, and lower mouth spray opens whitewashing, lasting whitewashing stirring to stake
Bottom h3；
B) drilling rod stirring is promoted to h2 from h3, and mouth spray is descended to whitewash in the process；
C) drilling rod stirs again from h2 and sinks down into a bottom h3, does not whitewash in the process, pure stirring；
D) drilling rod stirring is promoted to h2, in the process upper mouth spray whitewashing；
E) drilling rod stirring is promoted to stake top absolute altitude h1, and upper mouth spray continues to whitewash in the process.
When stake top absolute altitude is ground elevation, h1 0.
When stake top absolute altitude is located at ground elevation or less, need to fetching earth within the scope of stake top to ground elevation, drilling rod
Upper corresponding position is provided with helical blade, and helical blade takes out the soil body in stake top h1 to 0 range of ground elevation, and stake top
It does not whitewash within the scope of to ground elevation.
E) in step, when drilling rod stirring is promoted to stake top absolute altitude h1,0-3 meters can be shifted to an earlier date and close upper mouth spray whitewashing.
Drilling rod course changing control is as follows：
Drilling rod stirs since stake top absolute altitude h1 and sinks down into a bottom h3, and drilling rod rotates forward；
By being carried in the h3 stirrings of stake bottom to h2, drilling rod inverts drilling rod in the process, then stirs sink down into a bottom again, and drilling rod rotates forward；
Drilling rod is promoted to h1 sections by stake bottom h3 stirrings, and drilling rod first inverts, and when needing progress stake top to fetch earth, drilling rod rotates forward.
Implantation construction of prefabricated piles is immediately begun to after mixing pile construction, the construction time of every prefabricated pile is small less than 1.5
When, it plants pile driving construction overall process and carries out measuring for verticality and adjustment.
In step (2), the connection of prefabricated pile body using mechanical connection or is welded to connect.
In prefabricated pile docking operation, previous section prefabricated pile end is clamped using a pile follower equipment, then later section stake with
It is docked, and after docking, is unclamped the end clamping of previous section prefabricated pile, will be docked using prefabricated pile gravity or application pressure
Prefabricated pile implantation afterwards.
It configuring in slurry processes, backstage pulp feeding system is weighed stirring automatically according to the slurries total amount of setting, the ratio of mud, and oneself
Trend mixing pile construction equipment is for slurry.
Advantageous effect：Compared with prior art, using upper and lower mouth spray combination by the way of whitewash, can make whitewashing with
The soil body is adequately stirred, and especially upper mouth spray, when drilling rod above carries, slurries are stirred blade and are stirred, at reinforcing
Weak soil basis is managed, uniform intensity, uniform density, higher bearing capacity and preferable water-stagnating effect, construction is made it have and makes
Valence is low, and full automatic backstage pulp feeding system so that dust pollution is controlled in work progress, and non-environmental-pollution is environmentally protective.
Description of the drawings
The following describes the present invention in detail with reference to the accompanying drawings and specific embodiments；
Fig. 1 is a kind of structural schematic diagram of intelligent mixing pile construction equipment of the present invention.
Fig. 2 is drilling rod schematic diagram of the present invention.
Fig. 3 is three pulley structures schematic diagram of the present invention.
Fig. 4 is pulp feeding system schematic diagram in backstage of the present invention.
Fig. 5 is intelligence control system schematic diagram of the present invention.
Fig. 6 is plant stake device structure schematic diagram of the present invention.
Fig. 7 is drilling depth h- time t curve graphs during equipment construction of the present invention.
Fig. 8 is that upper and lower whitewashing switchs close corresponding with drilling depth h- time t curves to equipment construction of the present invention in the process
System's figure.
Fig. 9 is drilling rod work progress schematic diagram of the present invention.
Specific implementation mode
In order to make the technical means, the creative features, the aims and the efficiencies achieved by the present invention be easy to understand, tie below
Conjunction is specifically illustrating, and the present invention is further explained.
Equipment in the present embodiment, for the soil body aliquot replacement in stake holes, stir in situ to be formed the stream plasticity soil body, hole
Interior insertion prefabricated pile body, bonds to form composite foundation pile with solidified earth
Referring to Fig. 1 and Fig. 2, intelligent mixing pile construction equipment forms stream plastic clay for cement mixing method of constructing
Body.Equipment includes pile frame 1, and drilling rod 2 is arranged on pile frame, and drilling rod 2 is used to form cement mixing method；2 bottom of drilling rod is equipped with
The drill bit 5 of pore-forming in rock stratum and hard stratum；Power head 6 is housed on drilling rod, motor is installed in power head 6, motor connects frequency conversion
Device changes velocity of rotation by Frequency Converter Control frequency shift, and to control the rotating speed of drilling rod 2, same drilling rod turns to
Motor reversal can be realized by exchanging the alternating current phase sequence of frequency converter.Frequency converter is arranged in the power distribution cabinet of pile frame
Power head 6 connects hoist engine 9 by steel wire rope 8, and drilling rod 2 is promoted or declined by hoist engine 8.
Referring to Fig. 2, the bottom setting lower mouth spray 22 of drilling rod 2 is provided with mouth spray 21 in the middle part of drilling rod, in drilling rod 2
It is respectively arranged with the shotcrete pipe being connected with upper mouth spray 21, lower mouth spray 22, is turned in 2 two shotcrete pipes of top of drilling rod and a whitewashing
Change valve connection.Whitewashing switching valve can carry out the conversion whitewashing of high-low-position as needed.Whitewashing switching valve is connected by feed pipe for mortar
Backstage pulp feeding system.
2 bottom of the drilling rod is additionally provided with puff prot, and corresponding drilling rod is internally provided with the air jet pipe being connect with puff prot,
Air jet pipe connects air compressor machine.Air jet pipe is used for the jet into the stirring soil body so that cement grout is further mixed with the soil body.
Stirring blade 7 is provided on the drilling rod.The stirring blade 7 is arranged in drilling rod certain length.In upper mouth spray
41 lower section stirring blade 7, when propose brill whitewashing, cement grout that stirring blade 7 can spray gunniting hole 41 is into one
Step is mixed with the soil body.
Helical blade 3 is provided on the drilling rod；Helical blade 3 is located at drilling rod top.Helical-blade 3 is for the top that drills
It fetches earth, and the slurries after stirring blade 7 is used to drill stir.
The drilling rod 2 is that can connect drilling rod, by drilling rod connection device, by drilling rod spreading, realizes that stirring drilling depth reaches
To 40m or more, control pile frame height is within 30m.
Referring to Fig. 4, the backstage pulp feeding system, including a slurry can 41, the cement that the interior storage of slurry can 41 is stirred
Slurries, slurry can 41 connect stock pump 42 by feed pipe for mortar, are provided with flowmeter 43 on stock pump 42, stock pump 42 is connected by feed pipe for mortar
Shotcrete pipe on mixing pile construction equipment drilling rod 2, specific feed pipe for mortar are connect with the whitewashing switching valve on drilling rod top, and slurries pass through
Whitewashing switching valve is transported to mouth spray or lower mouth spray.It is set on slurry can 41 there are one agitator tank 44, agitator tank is used for will
Cement and water are sufficiently stirred according to setting ratio；It is provided with stirring blade in agitator tank 44, paddle is driven by motor
Piece, motor are variable-frequency motor, are connect with frequency converter, and FREQUENCY CONTROL motor speed is passed through；It is also equipped with and stirs in the slurry can 41
Mix blade.It is separately connected a cement bucket 45 and a bucket 46 on agitator tank 44, is both provided on cement bucket 45 and bucket 46
Poidometer 47 and corresponding control valve；Bucket 46 connects water tank or external water pipe, and cement bucket 45 connects dry powder cementing tank
48.The slurry can 41 can set up multiple stock pumps separately and be separately connected different mixing pile construction equipment by feed pipe for mortar.
Referring to Fig. 5, mixing pile machine intelligence control system, including foreground stake machine PLC (programmable controller)；On power head
Variable-frequency motor connect a frequency converter, frequency converter by frequency change further control variable-frequency motor rotating speed, frequency converter with
PLC connections；Temperature sensor is additionally provided on variable-frequency motor, temperature sensor is connect with PLC, monitors the work of variable-frequency motor in real time
Make temperature；Three pulleys are set on the steel wire rope of hoist engine, and three pulleys are fixed on pile frame by holder, and two, right side pulley is solid
Surely steel wire rope is abutted, steel wire rope is pressed on the first two pulley by third pulley, the rotation of rope belt movable pulley, and third is sliding
Technology for encoding device is set on wheel, and encoder is connect with PLC, encoder per revolution, is generated pulse and is once counted, PLC
According to encoder data, the movement speed and movable length of steel wire rope are calculated, and then is converted into lifting speed and the stake of drilling rod
Deep data；The whitewashing switching valve connects PLC by a controller, and PLC controls the steering opening and closing of switching valve, and then controls up and down
The conversion and opening and closing of mouth spray.Inclinator is provided on the pile frame, inclinator connects PLC, and PLC is supervised in real time by inclinator
The verticality of pile frame is controlled, and then ensures the verticality of pile.One human-computer interaction interface of PLC connections, can be on human-computer interaction interface
Real-time display relevant parameter can input related construction parameter, can carry out the control start and stop in relation to equipment.
Referring to Fig. 3, pulley 81,82 is fixed on holder 86 three pulley structures, and pulley 83 is movable pulley, and steel wire rope 8 pastes
81,82 left side of nearly pulley, and the right side of pulley 83 compresses steel wire rope to pulley 81,82 directions, and encoder is then mounted on pulley
On 83, steel wire rope 8 is rotated with movable pulley 83, and then encoder carries out Counts.It is sliding for the ease of replacing and checking encoder
Wheel 83 is installed by connecting rod 84 and long bolt 85.84 one end of connecting rod connects the wheel shaft of pulley 83, and other end connecting bracket is long
The wheel shaft of the pulley 83 of one end connection obliquely of screw rod 85, the other end is by nut check on holder 86.
Referring to Fig. 5, the intelligence control system of backstage pulp feeding system, including a backstage for slurry PLC (programmable controller),
The flowmeter being arranged on stock pump is connect with backstage for slurry PLC, and the motor of stock pump connects backstage for starching PLC by controller；It stirs
The motor for mixing tank is variable-frequency motor, and variable-frequency motor connects backstage for starching PLC by frequency converter controller, from the background can be with for slurry PLC
Control the rotation and stopping of agitator tank；The poidometer of cement bucket and the poidometer of bucket are also connect with backstage for slurry PLC, are supplied from the background
PLC is starched according to the parameter of setting, weighted cement and water are supplied into agitator tank, is then stirred.PLC connections one are man-machine
Interactive interface can input related construction parameter with real-time display relevant parameter on human-computer interaction interface, can carry out related
The control start and stop of equipment.
Backstage is interconnected for slurry PLC and foreground stake machine PLC and can be with the mutual parameter of real-time display, and according to mutual ginseng
Number carries out itself construction adjustment.Backstage is all connected with remote monitoring terminal for slurry PLC and foreground stake machine PLC, and remote monitoring terminal is logical
Network connection intelligence Construction control system is crossed, remote monitoring terminal is computer or handheld device.
It is as follows to plant pile driving construction flow：
(1) fluidised form solidified earth is formed
1) slurries are configured：
Slurries parameter is inputted in the pulp feeding system of backstage, carries out River Bank Stability automatically；It configures in slurry processes, from the background for slurry
System is weighed stirring automatically according to the slurries total amount of setting, the ratio of mud, and from trend mixing pile construction equipment for slurry.Cement mixing content
With the slurries ratio of mud：Cement mixing content is 15%, the ratio of mud 1.0.
2) construction mixing pile：
Construction parameter is inputted in the intellectualizing system of mixing pile construction equipment, using the drilling rod with upper and lower mouth spray,
Soil body aliquot replacement in stake holes, stir in situ are formed fluidised form solidified earth by lower brill construction；In drilling process, upper mouth spray spray
The slurries gone out by the blade on drilling rod further with soil shear failure；After inputting construction parameter, whole process automated construction；
(2) it is implanted into prefabricated pile：
It is implanted into prefabricated pile body in fluidised form solidified earth, prefabricated pile body is docked by more piece, and it is solid that previous section pile body is inserted into fluidised form
Change in soil and reserved banjo fixing butt jointing, later section pile body are lifted by crane and docked with previous section pile body, prefabricated pile is continued into after docking
Body forms composite pile until all prefabricated piles are all implanted into；
Cycle construction mixing pile, implantation prefabricated pile successively, form more composite piles.
Implantation construction of prefabricated piles is immediately begun to after mixing pile construction, the construction time of every prefabricated pile is small less than 1.5
When, it plants pile driving construction overall process and carries out measuring for verticality and adjustment.
In prefabricated pile docking operation, previous section prefabricated pile end is clamped using a pile follower equipment, then later section stake with
It is docked, and after docking, is unclamped the end clamping of previous section prefabricated pile, will be docked using prefabricated pile gravity or application pressure
Prefabricated pile implantation afterwards.The docking connection of prefabricated pile body using mechanical connection or is welded to connect.
The equipment for being implanted into prefabricated pile is pile press machine, referring to Fig. 6, including：Loop wheel machine 101 and workbench 102, loop wheel machine slings stake
Pile body is implanted into soil layer by body by workbench 102, and the loop wheel machine 101 is equipped with vibration hammer 103；The workbench upper end
It is equipped with and plants stake leading truck 104, plant stake leading truck upper end, which is connected with, plants stake oil cylinder 105, the workbench lower end installation
Crossbeam 106 is clasped, clasps to be equipped in crossbeam and clasps oil cylinder and clasp oil cylinder under, above clasp oil cylinder and clasp oil cylinder under and stretch
Outlet, which is equipped with, clasps pressing plate.It clasps pressing plate to be clamped for prefabricated pile end, carries out pile extension.
Mixing pile construction is specific as follows：See Fig. 7-9：Ground elevation is ± 0.0, and mixing pile stake bottom absolute altitude is -42.0, below
Absolute altitude is drill bit bottom absolute altitude in explanation.
(1) it bores, whitewash under, stirring sinking (rotating forward sinking 42.0m), subsidence velocity 0.8m/min, rotating speed 16rpm, under
It is heavy from ± 0.0 to -42.0, the long 42m of mixing pile；
(2) it is promoted, whitewashes, stirs again, sinking again and (being carried in reversion, sink each 4.0m), promoted and subsidence velocity is 1.6m/
Min, rotating speed 32rpm；It is promoted from -42.0 to -38.0, sinks from -38.0 to -42.0；Stir segment length again, with upper and lower mouth spray away from
From matching；
(3) it above carries, whitewash, stirring, carrying soil (reversion promotes 11.0m), promotion speed is 1.6m/min, rotating speed 32rpm；It carries
Rise from -42.0 to -31.0；
(4) it above carries, whitewash, stirring, carrying soil (rotate forward and promote 31.0m), promotion speed is 1.6m/min, rotating speed 32rpm；It carries
It rises from -31.0 to ± 0.0.
Whitewashing mode：Using upper and lower whitewashing mode, 2 whitewashing mouths are set, lower nozzle is set to bottom of drill bit, and top nozzle is set
It is placed in away from bottom of drill bit 3.0m among blade, specific mode of whitewashing is subject to construction curve.Whitewashing position and time relationship, are shown in
Attached drawing 8.
A, drilling rod stirring is sunk ± 0.0~-6.0 sections, and upper and lower nozzle is not whitewashed；
B, drilling rod stirring sinks down into h1=-6.0, and lower nozzle opens whitewashing, and lasting whitewashing stirring to h3=-42.0 (is sprayed
It is -6.0~-42.0 to starch section)；
C, drilling rod stirring is promoted to h2=-38.0, and lower nozzle continues to keep whitewashing (section of whitewashing is -42.0~-38.0)；
D, drilling rod stirs and sinks down into h3=-42.0 again, does not whitewash, pure stirring (i.e. pure stirring section for -38.0~-
42.0)；
E, drilling rod stirring is promoted to stake top, and top nozzle is persistently whitewashed, and stops whitewashing, i.e. top nozzle before reaching stake top
Whitewashing section is raising section -42.0~-9.0；
F, drilling rod stirring is promoted to ground elevation ± 0.0, does not whitewash, pure stirring (i.e. pure stirring section is -9.0~± 0.0)
Supplementary explanation：
A, drilling rod is sunk down into -42.0 sections (length 42.0m) by ± 0.0 stirring, and drilling rod rotates forward；
B, drilling rod, which is above carried by -42.0 stirrings to -38.0 (length 4.0m) processes and -38.0 stirring again, sinks down into -42.0 (length
Spend 4.0m), rotatings forward is proposed on drilling rod, is stirred sinking again and is inverted；
C, drilling rod is promoted to -31.0 sections of (length 11.0m) processes, drilling rod reversion by -42.0 stirrings；
D, it is promoted to ± 0.0 section (length 31.0m) by -31.0 stirrings, drilling rod rotates forward.The helical blade on drilling rod top takes out
The soil body in the hole of stake top portion 6m length
Compared with prior art, it is whitewashed by the way of the combination of upper and lower mouth spray, whitewashing can be made to be obtained with the soil body
Adequately stirring, especially upper mouth spray, when drilling rod above carries, slurries are stirred blade and are stirred, consolidation process Soft Soil
Plinth makes it have uniform intensity, uniform density, higher bearing capacity and preferable water-stagnating effect, and construction cost is low, entirely certainly
Dynamic backstage pulp feeding system so that dust pollution is controlled in work progress, and non-environmental-pollution is environmentally protective.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
For personnel it should be appreciated that the present invention is not limited by examples detailed above, described in examples detailed above and specification is to illustrate the present invention
Principle, various changes and improvements may be made to the invention without departing from the spirit and scope of the present invention, these variation and
Improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention is by appended claims and its is equal
Object defines.
Claims (10)
1. a kind of intelligent plant pile construction method, characterized in that include the following steps：
(1) fluidised form solidified earth is formed
1) slurries are configured：
Slurries parameter is inputted in the pulp feeding system of backstage, carries out River Bank Stability automatically；
2) construction mixing pile：
Construction parameter is inputted in the intellectualizing system of mixing pile construction equipment, using the drilling rod with upper and lower mouth spray, lower brill
Soil body aliquot replacement in stake holes, stir in situ are formed fluidised form solidified earth by construction；In drilling process, what upper mouth spray sprayed
Slurries by the blade on drilling rod further with soil shear failure；After inputting construction parameter, whole process automated construction；
(2) it is implanted into prefabricated pile：
It is implanted into prefabricated pile body in fluidised form solidified earth, prefabricated pile body is docked by more piece, and previous section pile body is inserted into fluidised form solidified earth
In and reserved banjo fixing butt jointing, later section pile body, which lifts by crane, simultaneously dock with previous section pile body, is docked and is continued into prefabricated pile body later, directly
It is all implanted into all prefabricated piles, forms composite pile；
Cycle construction mixing pile, implantation prefabricated pile successively, form more composite piles.
2. a kind of intelligent plant pile construction method according to claim 1, characterized in that lower in step 2) to bore construction, tool
Body process is as follows：
A) drilling rod stirring is sunk, and is sunk since stake top absolute altitude h1, and lower mouth spray opens whitewashing, lasting whitewashing stirring to stake bottom
h3；
B) drilling rod stirring is promoted to h2 from h3, and mouth spray is descended to whitewash in the process；
C) drilling rod stirs again from h2 and sinks down into a bottom h3, does not whitewash in the process, pure stirring；
D) drilling rod stirring is promoted to h2, in the process upper mouth spray whitewashing；
E) drilling rod stirring is promoted to stake top absolute altitude h1, and upper mouth spray continues to whitewash in the process.
3. a kind of intelligent plant pile construction method according to claim 2, characterized in that when stake top absolute altitude is ground mark
Gao Shi, h1 0.
4. a kind of intelligent plant pile construction method according to claim 2, characterized in that when stake top absolute altitude is located at ground mark
When high following, need to fetching earth within the scope of stake top to ground elevation, corresponding position is provided with helical blade, spiral shell on drilling rod
Vane piece takes out the soil body in stake top h1 to 0 range of ground elevation, and does not whitewash within the scope of stake top to ground elevation.
5. a kind of intelligent plant pile construction method according to claim 2, characterized in that e) in step, drilling rod stirring carries
When rising to stake top absolute altitude h1,0-3 meters can be shifted to an earlier date and close upper mouth spray whitewashing.
6. a kind of intelligent plant pile construction method according to claim 2, characterized in that
Drilling rod stirs since stake top absolute altitude h1 and sinks down into a bottom h3, and drilling rod rotates forward；
By being carried in the h3 stirrings of stake bottom to h2, drilling rod inverts drilling rod in the process, then stirs sink down into a bottom again, and drilling rod rotates forward；
Drilling rod is promoted to h1 sections by stake bottom h3 stirrings, and drilling rod first inverts, and when needing progress stake top to fetch earth, drilling rod rotates forward.
7. a kind of intelligent plant pile construction method according to claim 1, characterized in that after mixing pile construction immediately
Start to be implanted into construction of prefabricated piles, the construction time of every prefabricated pile is less than 1.5 hours, plants pile driving construction overall process and carries out verticality inspection
It surveys and adjusts.
8. a kind of intelligent plant pile construction method according to claim 1, characterized in that in step (2), prefabricated pile body
Connection using mechanical connection or be welded to connect.
9. a kind of intelligent plant pile construction method according to claim 1, characterized in that in prefabricated pile docking operation, adopt
Previous section prefabricated pile end is clamped with a pile follower equipment, then later section stake is interfaced, after docking, unclamps previous section
The end of prefabricated pile is clamped, and using prefabricated pile gravity or applies pressure by the prefabricated pile implantation after docking.
10. a kind of intelligent plant pile construction method according to claim 1, characterized in that in configuration slurry processes, backstage
Pulp feeding system is weighed stirring automatically according to the slurries total amount of setting, the ratio of mud, and from trend mixing pile construction equipment for slurry.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810133432.8A CN108343062A (en) | 2018-02-09 | 2018-02-09 | A kind of intelligent plant pile construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810133432.8A CN108343062A (en) | 2018-02-09 | 2018-02-09 | A kind of intelligent plant pile construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108343062A true CN108343062A (en) | 2018-07-31 |
Family
ID=62959370
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810133432.8A Pending CN108343062A (en) | 2018-02-09 | 2018-02-09 | A kind of intelligent plant pile construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108343062A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110185029A (en) * | 2019-07-02 | 2019-08-30 | 上海强劲地基工程股份有限公司 | A kind of pile foundation intelligence construction equipment |
| CN113073629A (en) * | 2021-04-20 | 2021-07-06 | 上海强劲地基工程股份有限公司 | Construction method of solidified soil pile |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204080817U (en) * | 2014-04-30 | 2015-01-07 | 上海城地建设股份有限公司 | A kind of novel dual spindle soil-cement agitation pile device changing whitewashing up and down |
| CN104674797A (en) * | 2013-11-27 | 2015-06-03 | 上海城地建设股份有限公司 | Construction method for five-shaft cement mixing pile without squeezing soil |
| CN106638643A (en) * | 2016-12-23 | 2017-05-10 | 中国建筑第四工程局有限公司 | Water-stopping-curtain construction device and method |
| CN107178311A (en) * | 2017-07-17 | 2017-09-19 | 上海强劲地基工程股份有限公司 | A kind of many principal axis transformations and wheelbase are adjustable and the mixing pile machine of efficient mix |
-
2018
- 2018-02-09 CN CN201810133432.8A patent/CN108343062A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674797A (en) * | 2013-11-27 | 2015-06-03 | 上海城地建设股份有限公司 | Construction method for five-shaft cement mixing pile without squeezing soil |
| CN204080817U (en) * | 2014-04-30 | 2015-01-07 | 上海城地建设股份有限公司 | A kind of novel dual spindle soil-cement agitation pile device changing whitewashing up and down |
| CN106638643A (en) * | 2016-12-23 | 2017-05-10 | 中国建筑第四工程局有限公司 | Water-stopping-curtain construction device and method |
| CN107178311A (en) * | 2017-07-17 | 2017-09-19 | 上海强劲地基工程股份有限公司 | A kind of many principal axis transformations and wheelbase are adjustable and the mixing pile machine of efficient mix |
Non-Patent Citations (1)
| Title |
|---|
| 宋阳: "RCP劲性复合桩的应用", 《陕西建筑》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110185029A (en) * | 2019-07-02 | 2019-08-30 | 上海强劲地基工程股份有限公司 | A kind of pile foundation intelligence construction equipment |
| CN113073629A (en) * | 2021-04-20 | 2021-07-06 | 上海强劲地基工程股份有限公司 | Construction method of solidified soil pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207891870U (en) | A kind of intelligent plant pile driving construction equipment | |
| CN204080817U (en) | A kind of novel dual spindle soil-cement agitation pile device changing whitewashing up and down | |
| CN101260669B (en) | Drilling, spraying, injection integral enlarging anchor rod construction method | |
| CN109763482A (en) | A kind of Dam Foundation Strengthened in Situ weak soil stirs spray mixing drilling tool and construction method | |
| CN101387112B (en) | Apparatus capable of automatic balancing surrounding soil pressure during horizontal rotary jet strengthening construction | |
| CN1944809A (en) | Three pipe double high pressure rotary jet sprouting reinforced construction method and its equipment | |
| CN104674798A (en) | Construction method for non-replacement and up-and-down convertible spouting five-shaft cement mixing pile | |
| CN108086311A (en) | A kind of intelligent plant pile driving construction equipment | |
| CN102943468A (en) | Multi-axial mixing pile device capable of reducing soil extrusion and application thereof | |
| CN106917404A (en) | A kind of prefabricated screw stake | |
| CN107059960A (en) | A kind of indoor full automatic simulates the experimental rig of cement mixing method | |
| CN108343062A (en) | A kind of intelligent plant pile construction method | |
| CN107587502B (en) | Construction method for rotary drilling hole-forming pressure-grouting cement soil occlusion curtain pile | |
| CN100585090C (en) | A kind of injection grouting method and injection slip casting drilling tool | |
| CN110185029A (en) | A kind of pile foundation intelligence construction equipment | |
| CN102418337A (en) | New grouting method | |
| CN203256735U (en) | Multi-shaft mixing pile device capable of reducing soil-squeezing effect | |
| CN104674797A (en) | Construction method for five-shaft cement mixing pile without squeezing soil | |
| CN116876486A (en) | Free angle soft soil foundation reinforcement construction equipment, construction method and reinforcement pile | |
| CN102235008A (en) | Engineering pile deviation preventing structure of soft soil foundation and pretreatment method | |
| CN100374657C (en) | Construction method employing threaded stirring shaft to decrease ambient foundation deformation | |
| CN206815410U (en) | A kind of experimental rig of indoor full automatic simulation cement mixing method | |
| CN207525751U (en) | A kind of hydraulic engineering grouting construction device | |
| CN210507424U (en) | Pile foundation intelligent construction equipment | |
| CN206034417U (en) | A integrated system is split in high extrusion of deep soft base drilling cream thick liquid |
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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180731 |