CN203487527U - Novel visual intelligent extra-liquid concrete cast-in-place pile device - Google Patents
Novel visual intelligent extra-liquid concrete cast-in-place pile device Download PDFInfo
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- CN203487527U CN203487527U CN201320374249.XU CN201320374249U CN203487527U CN 203487527 U CN203487527 U CN 203487527U CN 201320374249 U CN201320374249 U CN 201320374249U CN 203487527 U CN203487527 U CN 203487527U
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- pump truck
- guide rod
- wire rope
- auger stem
- unit head
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Abstract
The utility model relates to a novel visual intelligent extra-liquid concrete cast-in-place pile device, which comprises a walking-type main engine, a crawler-type main engine, a winch, a guide rod, a steel wire rope, a feeding hole, a power head, a gearbox, a reduction box, an auger stem, a drill, a discharge hole, a pump truck conduit, a concrete pump truck, a flow instrument and an buried depth sensor, wherein the winch and the guide rod are fixed on the main engines, the power head is connected to a pulley on the top of the guide rod by the steel wire rope, the steel wire rope drives up-and-down lifting of the power head, the power head passes the gearbox and the reduction box in turn and is then connected to the auger stem, the drill is connected on the lower end of the auger stem, the discharge hole is disposed on the drill, an iron sheet is disposed on the discharge hole, the iron sheet is fixed by bolts, the concrete pump truck is connected to the feeding hole by the pump truck conduit, and the flow instrument is disposed on the pump truck conduit. In comparison with the prior art, the novel visual intelligent extra-liquid concrete cast-in-place pile device has the advantages of no noise, no vibration, no soil squeezing property, intellectualization, quality assurance, cost reduction and reduction of construction duration etc.
Description
Technical field
The utility model relates to a kind of Novel visual intelligence Superfluid state concrete castinplace pile device, is mainly used in bracing of foundation pit gear soil and agent structure vertical applied force in civilian and industrial infrastructure construction.
Background technology
At present conventional concrete filling pile construction method has the castinplace pile etc. of castinplace pile, the castinplace pile of mud off pore-forming, the castinplace pile of casing pipe hole forming and the explosive expansion pore-forming of dry operation pore-forming
The construction process of bored concrete pile flow process of dry operation pore-forming: inspect for acceptance → install reinforcing cage → pouring hole of sediment → hole quality inner concrete at the bottom of land clearing → measurement unwrapping wire fixed pile → pile-forming machine perching → boring extracting soil pore-forming → cleaning hole.
The castinplace pile of mud armlet pore-forming is to utilize mud off, during boring by circulating mud by the native slag tap under bit cutting outer and pore-forming, install reinforcing cage then, underwater concreting and pile.
Casing pipe hole forming castinplace pile is to utilize impact pile driving method or vibrosinking, will sink in soil with valve type pile shoe or with the steel sleeve of precast concrete shoe, and then limit is pulled out cover tube edge concrete perfusion and formed.If while being furnished with reinforcing bar, before fluid concrete, first hang cage of reinforcement.Utilize hammer piling equipment immersed tube, tube drawing, be called hammer hidden pipe caisson pile; The vibration sinking tube, the tube drawing that utilize vibrator, be called vibrator pipe sinking cast-in-place pile.
Conventional construction process of bored concrete pile is all first to put reinforcing cage conventionally, then concreting.There is waste concrete in Concrete Grouting Pale at present, the shortcoming that cost is higher, construction period aspect is also to be improved simultaneously, and the intelligent degree of construction machinery is not high, many times reinforced is all to determine according to field personnel's experience, can not well carry out monitoring management.
Press the original way of filling with stake not to be equipped with visual intelligent system, pile quality is poor, and pile quality is uncontrollable.
Utility model content
The purpose of this utility model is to provide a kind of and has noiselessness, friction, without soil compaction, intellectuality, guarantee the quality, fall cost, the Novel visual of contracting duration intelligence Superfluid state concrete castinplace pile device
A kind of Novel visual intelligence Superfluid state concrete castinplace pile device, this device comprises walking and crawler type main frame, hoist engine, guide rod, wire rope, charging aperture, unit head, gearbox, reductor, auger stem, drill bit, discharging opening, pump truck conduit, concrete mixer, flow instrument, embedded depth sensing instrument, described hoist engine and guide rod are fixed on main frame, described unit head connects guide rod top pulley by wire rope, wire rope drives unit head oscilaltion, described unit head is connected auger stem by gearbox with reductor successively, auger stem lower end connects drill bit, drill bit is provided with discharging opening, described discharging opening is provided with iron plate, iron plate is bolted, described concrete mixer connects charging aperture by pump truck conduit, pump truck conduit is provided with flow instrument.
On described pump truck conduit, be provided with flow instrument, embedded depth sensing instrument is equipped with at described guide rod and unit head upper and lower slide rail place, and flow instrument and embedded depth sensing instrument are all connected on the integrated computer of main frame driver's cabin.
The utility model has the advantage of:
1, the construction technology of more traditional castinplace pile, the utility model adopts under auger stem and bores and carry soil, promotes auger stem and by the hollow part pressure of drilling rod, pours into Superfluid state concrete simultaneously, has shortened the engineering time, and efficiency of construction is higher;
2, traditional handicraft coagulation soil pressure filling amount and drilling down and up, does not install flow instrument and embedded depth sensing instrument, and construction entirely by rule of thumb, has now been installed corresponding computer sensing instrument, reached directly perceived, effectively, the requirement of automation, guaranteed quality.
The features such as 3, the utility model inserts reinforcing cage and adopts high-frequency hydraulic vibration hammer, has velocity of vibration fast, and seismic wave is little;
4, the utility model can one-step pore-creating, and Superfluid state concrete technology is easily understood.
Accompanying drawing explanation
Fig. 1 is the utility model device Novel visual intelligence Superfluid state concrete castinplace pile machinery device schematic diagram;
Fig. 2-Fig. 5 is the working drawing of 6 different phases of the utility model Novel visual intelligence Superfluid state concrete castinplace pile.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is elaborated.
Embodiment:
As shown in Figure 1, a kind of Novel visual intelligence Superfluid state concrete castinplace pile device, this device comprises walking and crawler type main frame 1, hoist engine 2, guide rod 3, wire rope 4, charging aperture 5, unit head 6, gearbox 7, reductor 8, auger stem 9, drill bit 10, discharging opening 11, pump truck conduit 12, concrete mixer 13, flow instrument 14, embedded depth sensing instrument 15, described hoist engine 2 and guide rod 3 are fixed on main frame 1, described unit head 6 connects guide rod top pulley by wire rope 4, wire rope 4 drives unit head 6 oscilaltions, described unit head 6 is connected auger stem 9 by gearbox 7 with reductor 8 successively, auger stem 9 lower ends connect drill bit 10, drill bit 10 is provided with discharging opening 11, described discharging opening 11 is provided with iron plate, iron plate is bolted, described concrete mixer 13 connects charging aperture 5 by pump truck conduit 12, pump truck conduit 12 is provided with flow instrument 14.
On described pump truck conduit, be provided with flow instrument, at guide rod and unit head upper and lower slide rail place, embedded depth sensing instrument is housed, and flow instrument and embedded depth sensing instrument are all connected on the integrated computer of main frame driver's cabin, show the stake footpath of different depth, every meter of descending depth, every meter of filling concrete amount, total filling concrete amount and total mixing time.
The construction method of Novel visual intelligence Superfluid state concrete castinplace pile: smooth location → stake position setting-out → Installation and Debugging rigs (steel casing is installed) → debugging concrete pump, install pump line → rig in place → lifting reinforcing cage, vibrating hammer → hole stops creeping into projected depth → infusion Superfluid state concrete limit, limit promotes drilling rod → propositions drilling rod, removes drilling tool → the lower slotting reinforcing cage of Vibration on Start-up hammer is to a design elevation → pile → pile crown processing → top safeguard measure.
Described Superfluid state concrete is that the slump is at the concrete of 16cm～26cm.
Described injection Superfluid state concrete can carry out automatic gauge, and data can store printable.
Under described vibrating hammer, inserting reinforcing cage adopts high-frequency hydraulic vibration to insert.
Claims (2)
1. Novel visual intelligence Superfluid state concrete castinplace pile device, this device comprises walking and crawler type main frame, hoist engine, guide rod, wire rope, charging aperture, unit head, gearbox, reductor, auger stem, drill bit, discharging opening, pump truck conduit, concrete mixer, flow instrument, embedded depth sensing instrument, described hoist engine and guide rod are fixed on main frame, described unit head connects guide rod top pulley by wire rope, wire rope drives unit head oscilaltion, described unit head is connected auger stem by gearbox with reductor successively, auger stem lower end connects drill bit, drill bit is provided with discharging opening, described discharging opening is provided with iron plate, iron plate is bolted, described concrete mixer connects charging aperture by pump truck conduit, pump truck conduit is provided with flow instrument.
2. a kind of Novel visual intelligence Superfluid state concrete castinplace pile device according to claim 1, it is characterized in that, on described pump truck conduit, be provided with flow instrument, embedded depth sensing instrument is equipped with at described guide rod and unit head upper and lower slide rail place, and flow instrument and embedded depth sensing instrument are all connected on the integrated computer of main frame driver's cabin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320374249.XU CN203487527U (en) | 2013-06-27 | 2013-06-27 | Novel visual intelligent extra-liquid concrete cast-in-place pile device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320374249.XU CN203487527U (en) | 2013-06-27 | 2013-06-27 | Novel visual intelligent extra-liquid concrete cast-in-place pile device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203487527U true CN203487527U (en) | 2014-03-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320374249.XU Expired - Lifetime CN203487527U (en) | 2013-06-27 | 2013-06-27 | Novel visual intelligent extra-liquid concrete cast-in-place pile device |
Country Status (1)
| Country | Link |
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| CN (1) | CN203487527U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104250970A (en) * | 2013-06-27 | 2014-12-31 | 上海城地建设股份有限公司 | Novel visual intelligent super-fluid cast-in-place concrete pile device and construction method |
| US10995563B2 (en) | 2017-01-18 | 2021-05-04 | Minex Crc Ltd | Rotary drill head for coiled tubing drilling apparatus |
-
2013
- 2013-06-27 CN CN201320374249.XU patent/CN203487527U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104250970A (en) * | 2013-06-27 | 2014-12-31 | 上海城地建设股份有限公司 | Novel visual intelligent super-fluid cast-in-place concrete pile device and construction method |
| US10995563B2 (en) | 2017-01-18 | 2021-05-04 | Minex Crc Ltd | Rotary drill head for coiled tubing drilling apparatus |
| US11136837B2 (en) | 2017-01-18 | 2021-10-05 | Minex Crc Ltd | Mobile coiled tubing drilling apparatus |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140319 |
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| CX01 | Expiry of patent term |