CN206034434U - Integration pile cover shaper - Google Patents
Integration pile cover shaper Download PDFInfo
- Publication number
- CN206034434U CN206034434U CN201620942244.6U CN201620942244U CN206034434U CN 206034434 U CN206034434 U CN 206034434U CN 201620942244 U CN201620942244 U CN 201620942244U CN 206034434 U CN206034434 U CN 206034434U
- Authority
- CN
- China
- Prior art keywords
- pile cover
- pile
- support
- construction
- power transmission
- 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.)
- Withdrawn - After Issue
Links
Abstract
The utility model discloses an integration pile cover shaper, including the support, install at the pile cover shaping drill bit of support below, drive pile cover shaping drill bit and carry out subsequent rotation's rotation driving device and take movable support to carry out the hoisting device that reciprocates along the the central axis of pile cover shaping drill bit, the support mounting is on hoisting device, pile cover shaping drill bit is cylindric and it highly is greater than h, and the external diameter of pile cover shaping drill bit is D, and D is the diameter of pile cover, and h is the height of pile cover, and the pile cover is cylindric pile cover, pile cover shaping drill bit includes hollow sleeve and lays the helical blade on hollow sleeve lateral wall from top to bottom, and hollow sleeve is installed on the support, and hollow sleeve carries out the transmission with rotation driving device and is connected. The utility model has the advantages of simple structure and reasonable design and using easy and simple to handle, excellent in use effect, accomplishing the pile cover work progress in step automatically in the pile body work progress, the construction is simple and convenient, quick, and the work progress is easily controlled, the fashioned pile cover high quality of just being under construction.
Description
Technical field
This utility model belongs to piling Technology field, more particularly, to integrated pile cover former.
Background technology
Nowadays, after cast-in-situ bored pile pile, pile cover construction is carried out using manual type generally, pile cover is generally concrete
Structure.As shown in Fig. 1-1 to Fig. 1-6, when carrying out pile cover construction using manual type, work progress is mainly included the following steps that：
After the first step, drilling 1-1 molding, drilling rod 1-2 is passed through into drilling rod 1-2 to concrete perfusion in drilling 1-1 when carrying upwards, is referred to
Fig. 1-1；Second step, by drilling rod 1-2 carry upwards to drilling 1-1 on the outside of, and in 1-1 hole to be drilled institute's concrete perfusion solidification after, obtain
Bored concrete pile pile body 1-3 is obtained, is to ensure pile crown quality, the elevation of top of bored concrete pile pile body 1-3 will typically be higher by what is be pre-designed
Stake top absolute altitude, refers to Fig. 1-2；The diameter D and height h of the pile cover 1-5 that the 3rd step, basis are pre-designed, manually digs at pile crown
Go out the clay model 1-4 for the pile cover 1-5 that constructs, the diameter of clay model 1-4 and diameter D highly respectively with the pile cover 1-5 being pre-designed
It is identical with height h, refer to Fig. 1-3；4th step, the pile crown of bored concrete pile pile body 1-3 is truncated to the stake top mark being pre-designed manually
Height, obtains the pile body 1-6 of construction molding, refers to Fig. 1-4；5th step, in the clay model 1-4 concrete perfusion, refer to Fig. 1-5；The
Six steps, after in clay model 1-4 institute's concrete perfusion solidification after, obtain construction molding concrete pile follower 1-5, refer to Fig. 1-6.
, there is following subject matter in the method for pile cover construction being carried out using above-mentioned manual type：Firstth, low construction efficiency
Under：Can only construct for each person every day 3～5 pile covers；Secondth, high cost：Pure manual manufacture, human cost are high；3rd, construction matter
Amount is uncontrollable：Because workmen's operation is lack of standardization, pile cover construction quality can not be effectively ensured；4th, work progress is complicated,
Labor intensity is high；5th, pile cover construction need to be carried out again after pile concrete solidification, affect the construction period of cast-in-situ bored pile.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, there is provided integrated stake
Cap former, its simple structure, it is reasonable in design and using easy to operate, using effect it is good, in pile body work progress can synchronously from
Dynamic to complete pile cover work progress, easy construction, quick, work progress is easily controllable, and the pile cover quality of construction molding is high.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is：A kind of integrated pile cover former, its
It is characterised by：Pile cover forming drill, the drive of drilling construction is carried out including support, below support and to pile cover of need to constructing
The pile cover forming drill carries out the rotating driving device of continuous rotation and drives support along the center of the pile cover forming drill
The lifting device that axis is moved up and down, the support are arranged on the lifting device；The pile cover forming drill is circle
Column and which is highly more than h, the external diameter of the pile cover forming drill is D, diameters of the wherein D for pile cover, height of the h for pile cover,
The pile cover is cylindric pile cover；The pile cover forming drill includes cannulated sleeve and is from top to bottom laid on the outside of cannulated sleeve
Helical blade on wall, the cannulated sleeve are rack-mount, and the cannulated sleeve is passed with the rotating driving device
Dynamic connection.
Above-mentioned integrated pile cover former, is characterized in that：The external diameter of the helical blade from top to bottom all same or by upper
It is gradually reduced under.
Above-mentioned integrated pile cover former, is characterized in that：The cannulated sleeve coaxial package is to institute's construction drill perfusion
On the drilling rod constructed by the stake holes of stake, the through hole passed through for drilling rod on the support, is provided with.
Above-mentioned integrated pile cover former, is characterized in that：The pile cover forming drill is in vertically to laying.
Above-mentioned integrated pile cover former, is characterized in that：The support is half-set, and the half-set includes water
Flat support and the vertical supports on the outside of the horizontal stand, the cannulated sleeve are arranged on the horizontal stand；Institute
State vertical supports to be arranged on the lifting device.
Above-mentioned integrated pile cover former, is characterized in that：The lifting device is hydraulic cylinder, the hydraulic cylinder and the stake
Cap forming drill bit is in parallel laying.
Above-mentioned integrated pile cover former, is characterized in that：Power transmission shaft, the transmission is coaxially installed with the cannulated sleeve
Axle is hollow axle；The power transmission shaft is located above cannulated sleeve, and the power transmission shaft is rack-mount by bearing, described hollow
Sleeve is rack-mount by power transmission shaft；The power transmission shaft is connected with the rotating driving device.
Above-mentioned integrated pile cover former, is characterized in that：By passing between the power transmission shaft and the rotating driving device
Motivation structure is connected, and the drive mechanism is gear drive；The gear drive include driving gear and
The driven gear being meshed with driving gear, the driving gear and driven gear be in horizontal layout and the two and power transmission shaft
Perpendicular laying, on power transmission shaft, the driving gear is arranged on the rotating driving device to the driven gear coaxial package
Power output shaft on.
Above-mentioned integrated pile cover former, is characterized in that：The rotating driving device be hydraulic motor, the hydraulic motor
It is rack-mount.
Above-mentioned integrated pile cover former, is characterized in that：Also include master control set, the rotating speed to the pile cover forming drill
The rotation speed detection unit for carrying out real-time detection is, the steering detector unit for carrying out real-time detection to the steering of the pile cover forming drill
The height detection unit of real-time detection is carried out with the hoisting depth to support, and the rotating driving device and the lifting device are equal
It is controlled by master control set；The rotation speed detection unit, steering detector unit and height detection unit are connected with master control set
Connect.
This utility model has advantages below compared with prior art：
1st, simple structure and processing and fabricating simplicity, input cost are relatively low.
2nd, reasonable in design, including support, the pile cover forming drill below support, drives pile cover forming drill
Carry out the rotating driving device of continuous rotation and support is driven along the carrying of moving up and down of central axis of pile cover forming drill
Device is risen, support is arranged on lifting device；The integrated pile cover former compact conformation, and there is automatic lifting and drilling
Function.
3rd, simple installation and dismounting convenience, only need coaxial package on the outside of drilling rod, take up room little, using operation side
Formula is flexible.
4th, it is good using easy to operate and using effect, pile cover work progress can be synchronously automatically performed in pile body work progress,
Easy construction, quick, work progress is easily controllable, and the pile cover quality of construction molding is high, while construction cost can be effectively reduced,
Pile cover mechanized construction is realized, construction process control is easy, can the existing cast-in-situ bored pile pile cover construction method presence of effectively solving
Efficiency of construction is low, high cost, construction quality is uncontrollable, work progress is complicated, labor intensity is high, need to be solidifying in pile concrete
Gu after carry out pile cover construction again, the problems such as the construction period is long.Also, construction method step of the present utility model is simple, design is closed
Manage and easy construction, using effect are good, with following several respects advantage：Firstth, efficiency of construction is high：Stake is shaped while pile
Cap concrete perfusion, are not take up the extra engineering time, can effective pile foundation construction duration；Secondth, low cost：Fully-mechanized work
Industry, without extra labour cost, integrated pile cover former energy simplicity is mounted on a machine and works, without the need for other autonomous device；The
3rd, construction quality is controllable：The height of pile cover and diameter depend on the size of drill bit and the setting of parameter in drilling process, few
Man's activity, steady quality.
In sum, this utility model simple structure, it is reasonable in design and using easy to operate, using effect it is good, pile body is applied
Pile cover work progress can be synchronously automatically performed during work, easy construction, quick, work progress is easily controllable, and construction molding
Pile cover quality it is high.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Description of the drawings
Fig. 1-1 be existing employing manual type construction pile cover during show to the Construction State in drilling during concrete perfusion
It is intended to.
Fig. 1-2 is that the Construction State during existing employing manual type construction pile cover after the completion of filling concrete is illustrated
Figure.
Fig. 1-3 is the Construction State schematic diagram after the completion of clay model construction during existing employing manual type construction pile cover.
Fig. 1-4 is after existing employing manual type construction pile cover pile head is truncated to the stake top absolute altitude being pre-designed
Construction State schematic diagram.
Fig. 1-5 is the Construction State during existing employing manual type construction pile cover into clay model during institute's concrete perfusion
Schematic diagram.
Structural representations of the Fig. 1-6 for existing employing manual type construction molding pile cover.
Fig. 1 is structural representation of the present utility model.
Top views of the Fig. 2 for Fig. 1.
Fig. 3 is construction method FB(flow block) when being constructed to pile cover using this utility model.
Fig. 3-1 is to carry out the Construction State schematic diagram during pile concrete pouring construction using this utility model.
Fig. 3-2 is to carry out the Construction State schematic diagram after the completion of pile concrete pouring construction using this utility model.
Fig. 3-3 is to carry out boring Construction State schematic diagram when forming clay model under pile cover former using this utility model.
Fig. 3-4 is to carry out the Construction State schematic diagram in pile cover filling concrete work progress using this utility model.
Fig. 3-5 is to carry out the Construction State schematic diagram after the completion of pile cover filling concrete construction using this utility model.
Fig. 4 is schematic block circuit diagram of the present utility model.
Description of reference numerals:
1-1 drills；1-2 drilling rods；1-3 bored concrete pile pile bodies；
1-4 clay models；1-5 pile covers；1-6 pile bodies；
1-7 bottoms drill bit；2-1 cannulated sleeves；2-2 helical blades；
3 bearings；4 bearing outsides；5 power transmission shafts；
6 supports；7 hydraulic motors；8 driving gears；
9 driven gears；10 hydraulic cylinders；11-1 master control sets；
11-2 rotation speed detection units；11-3 turns to detector unit；11-4 height detection units.
Specific embodiment
As shown in Figure 1 and Figure 2, this utility model includes support 6, the pile cover forming drill below support 6, drive
The pile cover forming drill carries out the rotating driving device of continuous rotation and drives support 6 along the center of the pile cover forming drill
The lifting device that axis is moved up and down, the support 6 are arranged on the lifting device；The pile cover forming drill is circle
Column and which is highly more than h, the external diameter of the pile cover forming drill is D, and wherein D is the diameter of pile cover 1-5 of need to constructing, and h is stake
The height of cap 1-5, the pile cover 1-5 are cylindric pile cover；The pile cover forming drill includes cannulated sleeve 2-1 and from top to bottom
The helical blade 2-2 being laid on cannulated sleeve 2-1 lateral walls, the cannulated sleeve 2-1 are installed on the frame 6, described hollow
Sleeve 2-1 is connected with the rotating driving device.
During reality processing, the external diameter of the helical blade 2-2 from top to bottom all same or is from top to bottom gradually reduced.Its
In, when the external diameter all same from top to bottom of the helical blade 2-2, the width of the helical blade 2-2 is homogeneous from top to bottom
Together；When the external diameter of the helical blade 2-2 is from top to bottom gradually reduced, the width of the helical blade 2-2 from top to bottom by
It is tapered little.
Also, the pitch of the helical blade 2-2 from top to bottom all same.
In the present embodiment, the external diameter of the helical blade 2-2 from top to bottom all same.
In the present embodiment, the cannulated sleeve 2-1 coaxial packages are constructed in the stake holes to institute's construction drill bored concrete pile
Drilling rod 1-2 on, be provided with the through hole passed through for drilling rod 1-2 on the support 6.
During reality processing, the height of the pile cover forming drill is 1.5h～2.5h.Wherein, height of the h for pile cover 1-5.
In the present embodiment, the pile cover forming drill is in vertically to laying.
In the present embodiment, the support 6 be half-set, the half-set include horizontal stand and be arranged on it is described
Vertical supports on the outside of horizontal stand, the cannulated sleeve 2-1 are arranged on the horizontal stand；The vertical supports are arranged on
On the lifting device.
During reality processing, the support 6 is the shape steel bracket that many root type steel rod elements are welded.
In the present embodiment, the lifting device is hydraulic cylinder 10, and the hydraulic cylinder 10 is with the pile cover forming drill in flat
Row is laid.
During actual installation, the vertical supports are arranged on the piston rod of hydraulic cylinder 10.
In the present embodiment, power transmission shaft 5 on the cannulated sleeve 2-1, is coaxially installed with, the power transmission shaft 5 is hollow axle；Institute
Power transmission shaft 5 is stated above cannulated sleeve 2-1, the power transmission shaft 5 is installed on the frame 6 by bearing 3, the cannulated sleeve 2-
1 is installed on the frame 6 by power transmission shaft 5；The power transmission shaft 5 is connected with the rotating driving device.
Also, the power transmission shaft 5 is arranged on the horizontal stand of support 6 by bearing 3.
When actually used, the drilling rod 1-2 is passed through from 5 middle inside of power transmission shaft and the two is in coaxial laying.
The installing hole installed for bearing 3 is provided with the horizontal stand, and the power transmission shaft 5 is passed through from the installing hole.
In the present embodiment, 3 outside coaxial sleeve of the bearing is equipped with bearing outside 4.
In the present embodiment, it is connected by drive mechanism between the power transmission shaft 5 and the rotating driving device,
The drive mechanism is gear drive；The gear drive is included driving gear 8 and is meshed with driving gear 8
Driven gear 9, the driving gear 8 and driven gear 9 be in horizontal layout and the two with 5 perpendicular laying of power transmission shaft, institute
9 coaxial package of driven gear is stated on power transmission shaft 5, the driving gear 8 is arranged on the power output of the rotating driving device
On axle.
In the present embodiment, the helical blade 2-2's is provided with blade from the bottom to top.
In the present embodiment, the hydraulic motor 7 is electro-motor, and the hydraulic cylinder is Numeric hydraulic cylinder.
Also, the hydraulic motor 7 and the hydraulic cylinder are connected with master control set 11-1.
In the present embodiment, the hydraulic motor 7 is arranged on the horizontal stand of support 6, and the vertical supports
On be provided with the fixed mount being fixed to hydraulic motor 7.The hydraulic motor 7 is located above the horizontal stand, the master
Moving gear 8 and driven gear 9 are laid in same level and the two is respectively positioned on below the horizontal stand.
Meanwhile, as shown in figure 4, this utility model also includes master control set 11-1, the rotating speed to the pile cover forming drill
Rotation speed detection unit 11-2 for carrying out real-time detection, the steering detection for carrying out real-time detection to the steering of the pile cover forming drill
Unit 11-3 and the hoisting depth to support 6 carry out the height detection unit 11-4 of real-time detection, the rotating driving device and
The lifting device is controlled by master control set 11-1；Rotation speed detection unit 11-2, turn to detector unit 11-3 and
Height detection unit 11-4 is connected with master control set 11-1.Thus, actual control is very easy.
As shown in figure 3, when being constructed to cast-in-situ bored pile pile cover using this utility model, comprising the following steps：
Step one, pile cover former are installed：The integrated pile cover former is sleeved on into drilling rod 1-2 upper outsides, and
Cannulated sleeve 2-1 and drilling rod 1-2 is laid in coaxial, refer to Fig. 3-1；
Step 2, pile concrete pouring construction：Crept into using drilling rod 1-2 from top to bottom until creeping into institute's construction drill
The design hole depth of bored concrete pile, obtains the drilling 1-1 of construction molding；Drilling rod 1-2 is lifted up again, until drilling rod 1-2 bottoms and brill
Stop being lifted when the distance between hole 1-1 apertures are h；It is during being lifted up, synchronous to drilling from the bottom to top by drilling rod 1-2
Filling concrete construction is carried out in 1-1, is completed the filling concrete work progress of the pile body 1-6 of the cast-in-situ bored pile, is referred to
Fig. 3-1 and Fig. 3-2；
In this step, described in step one, integrated pile cover former is respectively positioned on above drilling 1-1；
Bore under step 3, pile cover former and form clay model：Support 6 is driven to move down by the lifting device, it is described
Support 6 drives the pile cover forming drill to be crept into along drilling rod 1-2 from top to bottom during moving down, obtain construction molding and use
In the clay model 1-4 of the pile cover 1-5 of the cast-in-situ bored pile of constructing, Fig. 3-3 is referred to；
Step 4, the construction of pile cover filling concrete：Lifting drilling rod 1-2 is continued up, the drilling rod 1-2 is lifted up process
In, support 6 and the pile cover forming drill below support 6 are synchronously lifted up by the lifting device, directly
It is promoted on the outside of drilling 1-1 to drilling rod 1-2 and the pile cover forming drill；During being lifted up, by drilling rod 1-2 by under
Supreme synchronization carries out filling concrete construction into clay model 1-4 described in step 3, completes the filling concrete construction of pile cover 1-5
Process refers to Fig. 3-4 and Fig. 3-5；
Step 5, pile cover molding：After institute's concrete perfusion final set in institute's concrete perfusion in step 3 and step 4, obtain
The pile body 1-6 and pile cover 1-5 of construction molding is obtained, the pile cover 1-5 is positioned at the surface of pile body 1-6 and which is poured with pile body 1-6
It is integrated.The cast-in-situ bored pile of construction molding, refers to Fig. 1-6.
In the present embodiment, before carrying out pile cover former installation in step one, need drilling rod 1-2 is moved to the drilling filling first
On the stake position of note stake；Drilling rods of the drilling rod 1-2 for screw pile driver, the screw pile driver include pile frame and are arranged on pile frame
On drilling equipment, the drilling equipment includes drilling rod 1-2 and drives drilling rod 1-2 to carry out the electronic rotation driving machine of continuous rotation
Structure；The electronic rotation drive mechanism is connected with the outer end of drilling rod 1-2, and the drilling rod 1-2 is inner hollow
The body of rod and its outer end is connected with grouting equipment；
The bottom of drilling rod 1-2 described in step one is provided with bottom drill bit 1-7, is provided with and brill on the bottom drill bit 1-7
The grout outlet communicated inside bar 1-2；
Carry out in step 3 under pile cover former bore form clay model during, treat that the pile cover forming drill is bored from top to bottom
Proceed to cannulated sleeve 2-1 bottoms it is concordant with drilling rod 1-2 bottoms when, stopping creep into up and down.
In the present embodiment, when first move to drilling rod 1-2 on the stake position of the cast-in-situ bored pile, the drilling rod 1-2 edges are applied
The central axis of work cast-in-situ bored pile is laid.
In the present embodiment, in step 2 using drilling rod 1-2 from top to bottom in drilling process, the drilling rod 1-2 is using rotation
The mode of extruding is drilled.
In the present embodiment, the drilling rod 1-2 includes the core bar of inner hollow and is laid on the outside of the core bar from the bottom to top
Body of rod external thread structure on wall.Correspondingly, the pile body 1-6 be llong helix bored piles (also referred to as Screw Pile), the pile body
It is provided with pile body external thread structure on 1-6 from the bottom to top.The knot of the body of rod external thread structure and the pile body external thread structure
Structure is identical, is not laterally unearthed in being not provided with cutting tooth, and boring procedure on the body of rod external thread structure, boring procedure
For full soil compaction work progress.
The pile body external thread structure is for equal pitch thread and which is single thread or multi start thread；The pile body external screw thread
Structure is cylindrical thread.
During practice of construction, it would however also be possible to employ the mode that rotary cutting is combined with rotary squeezing is drilled.Now, it is described
Cutting tooth is provided with body of rod external thread structure, is unearthed in boring procedure laterally, but amount of being unearthed is very little.Thus, drilled
Journey is to cut the work progress combined with soil compaction, also referred to as half soil compaction work progress.
In the present embodiment, the diameter of the pile body 1-6 is less than the diameter of pile cover 1-5.
Also, cutting tooth or blade is provided with the outside of the helical blade 2-2.
In the present embodiment, in step 2 using drilling rod 1-2 from top to bottom in drilling process, the drilling rod 1-2 is clockwise
Rotation；During being lifted up drilling rod 1-2, the drilling rod 1-2 is rotate counterclockwise, during such drilling rod 1-2 is lifted up,
To molded drilling 1-1 without any effect, the drilling 1-1 of construction molding is screwed hole.
During practice of construction, when the pile body external thread structure is not provided with pile body 1-6, turn clockwise；Upwards
During lifting drilling rod 1-2, the drilling rod 1-2 is to turn clockwise, during such drilling rod 1-2 is lifted up, to molded
Drilling 1-1 is extruded, and the drilling 1-1 of construction molding is cylindrical hole.
In the present embodiment, the electronic rotation drive mechanism is unit head, and the unit head was using on 07 04th, 2012
Disclosed in the application for a patent for invention of disclosed Publication No. CN102535445A (Application No. CN201210026528.7)
High pulling torque adjustable speed unit head.
Application for a patent for invention of the screw pile driver described in step one using Publication No. CN102535445A《Long spire is squeezed
Press-in rock filling pile shaped device and forming method》Disclosed in shaped device, difference is, and the drilling in step 2
Method, the application for a patent for invention with Publication No. CN102535445A《Long spire be squeezed into rock filling pile shaped device and into
Type method》In boring method it is identical.
The above, is only preferred embodiment of the present utility model, not this utility model is imposed any restrictions, every
Any simple modification, change and equivalent structure change above example made according to this utility model technical spirit, still
Belong in the protection domain of technical solutions of the utility model.
Claims (10)
1. a kind of integrated pile cover former, it is characterised in that：Including support (6), below support (6) and to needing construction
Pile cover (1-5) carries out the pile cover forming drill of drilling construction, drives the rotation that the pile cover forming drill carries out continuous rotation to drive
Dynamic device and the lifting device for driving central axis of the support (6) along the pile cover forming drill to move up and down, described
Frame (6) is arranged on the lifting device；The pile cover forming drill is cylindric and which is highly more than h, the pile cover molding
The external diameter of drill bit is D, and diameters of the wherein D for pile cover (1-5), h are the height of pile cover (1-5), and pile cover (1-5) is cylindric
Pile cover；The pile cover forming drill includes cannulated sleeve (2-1) and is from top to bottom laid on cannulated sleeve (2-1) lateral wall
Helical blade (2-2), cannulated sleeve (2-1) are arranged on support (6), and cannulated sleeve (2-1) is driven with the rotation
Dynamic device is connected.
2. according to the integrated pile cover former described in claim 1, it is characterised in that：The external diameter of helical blade (2-2)
From top to bottom all same or from top to bottom it is gradually reduced.
3. according to the integrated pile cover former described in claim 1 or 2, it is characterised in that：Cannulated sleeve (2-1) is coaxial
It is sleeved on the drilling rod (1-2) constructed to the stake holes of institute's construction drill bored concrete pile, is provided with support (6) and supplies drilling rod
(1-2) through hole for passing through.
4. according to the integrated pile cover former described in claim 1 or 2, it is characterised in that：The pile cover forming drill is in perpendicular
Directly to laying.
5. according to the integrated pile cover former described in claim 1 or 2, it is characterised in that：Described support (6) are T-shaped
Frame, the half-set include horizontal stand and the vertical supports on the outside of the horizontal stand, the cannulated sleeve
(2-1) it is arranged on the horizontal stand；The vertical supports are arranged on the lifting device.
6. according to the integrated pile cover former described in claim 1 or 2, it is characterised in that：The lifting device is hydraulic cylinder
(10), hydraulic cylinder (10) are in parallel laying with the pile cover forming drill.
7. according to the integrated pile cover former described in claim 1 or 2, it is characterised in that：It is same on cannulated sleeve (2-1)
Axle is provided with power transmission shaft (5), and described power transmission shaft (5) are hollow axle；Described power transmission shaft (5) are located above cannulated sleeve (2-1), institute
State power transmission shaft (5) to be arranged on support (6) by bearing (3), cannulated sleeve (2-1) is arranged on by power transmission shaft (5) and is propped up
On frame (6)；Power transmission shaft (5) are connected with the rotating driving device.
8. according to the integrated pile cover former described in claim 7, it is characterised in that：Power transmission shaft (5) and the rotation
It is connected by drive mechanism between driving means, the drive mechanism is gear drive；The gear drive
The driven gear (9) that mechanism is included driving gear (8) and is meshed with driving gear (8), driving gear (8) and driven tooth
Wheel (9) be in horizontal layout and the two with the perpendicular laying of power transmission shaft (5), driven gear (9) coaxial package transmission
On axle (5), described driving gear (8) are arranged on the power output shaft of the rotating driving device.
9. according to the integrated pile cover former described in claim 1 or 2, it is characterised in that：The rotating driving device is liquid
Pressure motor (7), described hydraulic motor (7) are arranged on support (6).
10. according to the integrated pile cover former described in claim 1 or 2, it is characterised in that：Also include master control set (11-
1) rotation speed detection unit (11-2) of real-time detection, is carried out to the rotating speed of the pile cover forming drill, the pile cover molding is bored
The steering of head carries out the steering detector unit (11-3) of real-time detection and the hoisting depth to support (6) and carries out the height of real-time detection
Degree detector unit (11-4), the rotating driving device and the lifting device are controlled by master control set (11-1)；Institute
State rotation speed detection unit (11-2), turn to detector unit (11-3) and height detection unit (11-4) with master control set (11-
1) connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620942244.6U CN206034434U (en) | 2016-08-25 | 2016-08-25 | Integration pile cover shaper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620942244.6U CN206034434U (en) | 2016-08-25 | 2016-08-25 | Integration pile cover shaper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206034434U true CN206034434U (en) | 2017-03-22 |
Family
ID=58304815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620942244.6U Withdrawn - After Issue CN206034434U (en) | 2016-08-25 | 2016-08-25 | Integration pile cover shaper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206034434U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149714A (en) * | 2016-08-25 | 2016-11-23 | 陕西桩鑫建设工程有限公司 | Integration pile cover former and construction method |
-
2016
- 2016-08-25 CN CN201620942244.6U patent/CN206034434U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149714A (en) * | 2016-08-25 | 2016-11-23 | 陕西桩鑫建设工程有限公司 | Integration pile cover former and construction method |
| CN106149714B (en) * | 2016-08-25 | 2018-06-29 | 陕西桩鑫建设工程有限公司 | Integrated pile cover former and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106120785B (en) | A kind of pile cover former and Stake head handling and pile cover construction method | |
| CN102535445B (en) | Molding device and molding method for long spiral extruding rock-entering cast-in-place pile | |
| CN203808822U (en) | Full-hydraulic double power head device of rotary drilling rig | |
| CN101864768A (en) | Pile-forming drilling tool for screw pile and pile-forming construction method thereof | |
| CN110374500B (en) | Grouped drilling and pile planting construction method | |
| CN212201919U (en) | Construction method pile construction equipment | |
| CN202440815U (en) | Forming device for long-spiral filling pile extruded into rock | |
| CN205100880U (en) | Crowded counterboring machine is dug soon to horizontal application of force formula | |
| CN203050522U (en) | Reamer bit | |
| CN206034434U (en) | Integration pile cover shaper | |
| CN112706279A (en) | Concrete pipe pile pouring device | |
| CN106149714B (en) | Integrated pile cover former and construction method | |
| CN108176875A (en) | For the numerical control pneumatic multiple drill press of geothermal well filter pipe | |
| CN106351213B (en) | A kind of reverse screw stake shaped device and molding construction technique | |
| CN206267801U (en) | The underlying piling machine of double embrace pressure power | |
| CN204000852U (en) | Many row's multi-shaft cement agitation pile rigs | |
| CN201943066U (en) | Screw rod pile machine | |
| CN203769662U (en) | One-way spiral semi-soil-squeezing drill bit | |
| CN206090539U (en) | Long spiral drilling filling pile pile jacking cap integrated construction device of PLC control | |
| CN210530738U (en) | Pile system is planted in drilling in groups | |
| CN105089062B (en) | It is engaged lagging pile and construction method thereof and application | |
| CN206034435U (en) | Pile cover shaper | |
| CN201343729Y (en) | Power up-down additionally-locating type double-bar bidirectional mixing pile machine | |
| CN203050487U (en) | Tubular drill and pile cutting drilling machine using same | |
| CN108374411A (en) | The dismountable screw pile machine of ultra-deep pile foundation drilling rod and the construction method of ultra-deep stake |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170322 Effective date of abandoning: 20180629 |