CN206529774U - A kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill - Google Patents
A kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill Download PDFInfo
- Publication number
- CN206529774U CN206529774U CN201720193448.9U CN201720193448U CN206529774U CN 206529774 U CN206529774 U CN 206529774U CN 201720193448 U CN201720193448 U CN 201720193448U CN 206529774 U CN206529774 U CN 206529774U
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- China
- Prior art keywords
- plate
- ground anchorage
- connection
- buried
- sleeve pipe
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Abstract
The utility model discloses a kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill, its structure includes mobile jib, support, bolt handle, pressing plate, telescopic mast, ground anchorage, fix bar, propeller, screw plate, circulator, dividing plate, controller, catch bar, lower skateboard, swingle, electric wire, rotating disk, tire, mobile jib is connected with support, telescopic mast is fixedly connected with the pressing plate, telescopic mast is provided with bolt handle, ground anchorage is flexibly connected with propeller, fix bar is connected with tire, screw plate is fixedly connected with mobile jib, circulator is connected with dividing plate, controller is connected with electric wire, the utility model has propeller, earth anchor can well be carried out in insertion soil, and it is whole without manually being operated, whole-course automation can be realized, also there is twisted plate and nail rod, earth anchor can be fixed by the twisted plate of multi-way, the phenomenon for preventing earth anchor from occurring and moving up.
Description
Technical field
The utility model is a kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill, belongs to hammering
Formula earth anchor field.
Background technology
Geotechnical Engineering monitoring instrument deep layer drill buries sleeve pipe, vertical in buoyancy force of underground water, soil layer delaminating deposition and outside
Under the effect such as power, the skew that the sleeve pipe buried can in various degree be produced and moved up is steady to monitoring measurement accuracy and measuring point
It is qualitative to have a negative impact, influence obvious especially in foundation soil deep soil settlement survey.Delaminating deposition measurement is that measurement is different
The measuring method of depth ground settling amount variable quantity during certain reinforcement operation.
Prior art discloses Application No.：201520115428.0 one kind be used for the embedded set of Geotechnical Engineering deep layer drill
The paddle type mill ground anchorage of pipe, it includes anchor body, anchor pole, axle sleeve, supporting leg and connecting rod, and the anchor body is hollow cast, in anchor
Radial equipartition is formed with three guide grooves on the tube wall of body, is cut with scissors in the lower section of each guide groove of bottom correspondence of anchor body and fills one
Leg, the anchor pole of coaxial package one in anchor body, the two ends of the anchor pole pass anchor body, an axle sleeve are fixedly mounted with the middle part of anchor pole, in axle
The each guide groove of external annulus correspondence of set cuts with scissors the one end for filling a connecting rod respectively, and the other end difference of each connecting rod is corresponding
Supporting leg hinge dress.This earth anchor is uniformly distributed on anchor body is provided with three supporting legs, increases the contact area of anchor body and soil layer, makes
The supporting surface increase that anchor body undertakes.But the earth anchor needs manually to be fixed during fixation, and the earth anchor without
Method is fixed well.
Utility model content
Buried in view of the deficienciess of the prior art, the utility model purpose is to provide one kind for Geotechnical Engineering deep layer drill
If the paddle type mill ground anchorage of sleeve pipe, need manually to be fixed during fixation to solve the earth anchor, and the ground
The problem of anchor can not be fixed well.
To achieve these goals, the utility model is to realize by the following technical solutions：One kind is used for ground work
Journey deep layer drill bury sleeve pipe paddle type mill ground anchorage, its structure include mobile jib, support, bolt handle, pressing plate, telescopic mast,
Anchor device, fix bar, propeller, screw plate, circulator, dividing plate, controller, catch bar, lower skateboard, swingle, electric wire, rotation
Disk, tire, the mobile jib are connected with support, and the telescopic mast is fixedly connected with the pressing plate, and the telescopic mast is provided with bolt handle, institute
State ground anchorage to be flexibly connected with propeller, the fix bar is connected with tire, the screw plate is fixedly connected with mobile jib, described
Circulator is connected with dividing plate, and the controller is connected with electric wire, and the catch bar is connected with lower skateboard, the swingle and rotation
Disk is connected.
Further, the ground anchorage includes handrail handle, nail rod, twisted plate, dome plate.
Further, the handrail with dome plate being highly connected, and the nail rod is provided with twisted plate.
Further, the support is connected with tire, and the ground anchorage is connected with circulator.
Further, the dividing plate is provided with controller, and the dividing plate is connected with lower skateboard.
Further, the earth anchor is sprayed stainless dose by iron and formed again.
Further, the device is hammered by the way of hydraulic pressure.
The beneficial effects of the utility model：The utility model has propeller, can carry out earth anchor well in insertion soil,
And it is whole without manually being operated, whole-course automation can be realized, also with twisted plate and nail rod, earth anchor can be passed through multi-way
Twisted plate be fixed, the phenomenon for preventing earth anchor from occurring and moving up.
Brief description of the drawings
By reading the detailed description made with reference to the following drawings to non-limiting example, other spies of the present utility model
Levy, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structure for the paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill of the utility model
Schematic diagram；
Fig. 2 is a kind of structural representation of ground anchorage of the utility model.
In figure：Mobile jib -1, support -2, bolt are -3, pressing plate -4, telescopic mast -5, ground anchorage -6, fix bar -7, propulsion
Device -8, screw plate -9, circulator -10, dividing plate -11, controller -12, catch bar -13, lower skateboard -14, swingle -15, electric wire -
16th, rotating disk -17, tire -18, handrail are -601, nail rod -602, twisted plate -603, dome plate -604.
Embodiment
To be easy to understand technological means, creation characteristic, reached purpose and effect of the utility model realization, below
With reference to embodiment, the utility model is expanded on further.
Fig. 1, Fig. 2 are referred to, the utility model provides a kind of paddle type mill that sleeve pipe is buried for Geotechnical Engineering deep layer drill
Ground anchorage technical scheme：Its structure includes mobile jib 1, support 2, bolt 3, pressing plate 4, telescopic mast 5, ground anchorage 6, fix bar
7th, propeller 8, screw plate 9, circulator 10, dividing plate 11, controller 12, catch bar 13, lower skateboard 14, swingle 15, electric wire 16,
Rotating disk 17, tire 18, the mobile jib 1 are connected with support 2, and the telescopic mast 5 is fixedly connected with pressing plate 4, on the telescopic mast 5
Provided with bolt 3, the ground anchorage 6 is flexibly connected with propeller 8, and the fix bar 7 is connected with tire 18, the screw plate
9 are fixedly connected with mobile jib 1, and the circulator 10 is connected with dividing plate 11, and the controller 12 is connected with electric wire 16, the catch bar
13 are connected with lower skateboard 14, and the swingle 15 is connected with rotating disk 17, and the ground anchorage 6 includes handrail 601, nail rod
602nd, twisted plate 603, dome plate 604, the handrail are highly connected 601 with dome plate 604, and the nail rod 602 is provided with curved
Bent plate 603, the support 2 is connected with tire 18, and the ground anchorage 6 is connected with circulator 10, and the dividing plate 11 is provided with control
Device 12 processed, the dividing plate 11 is connected with lower skateboard 14, and the earth anchor is sprayed stainless dose by iron and formed again, and the device is to use
What the mode of hydraulic pressure was hammered.
In progress in use, ground anchorage 6 is placed on propeller 8, then pass through the rotation and propulsion of circulator 10
The hammering of device 8 allows ground anchorage 6 to be fixed, and allows rotating disk 17 to drive the rotation of swingle 15, is pushed away by rotating to allow
Enter device 8 to be hammered.
For example, Lee master worker can be adjusted 3 rotation come the height to telescopic mast 5 by bolt, it can also adjust
To the pressure of pressing plate 4.
General principle of the present utility model and principal character and advantage of the present utility model has been shown and described above, for
For those skilled in the art, it is clear that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, scope of the present utility model is by institute
Attached claim rather than described above are limited, it is intended that will fall in the implication and scope of the equivalency of claim
All changes are included in the utility model.Any reference in claim should not be considered as to the right involved by limitation
It is required that.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It may be appreciated other embodiment.
Claims (5)
1. a kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill, it is characterised in that：Its structure includes
Mobile jib（1）, support（2）, bolt handle（3）, pressing plate（4）, telescopic mast（5）, ground anchorage（6）, fix bar（7）, propeller（8）、
Screw plate（9）, circulator（10）, dividing plate（11）, controller（12）, catch bar（13）, lower skateboard（14）, swingle（15）, electricity
Line（16）, rotating disk（17）, tire（18）, the mobile jib（1）With support（2）Connection, the telescopic mast（5）With pressing plate（4）Gu
Fixed connection, the telescopic mast（5）It is provided with bolt handle（3）, the ground anchorage（6）With propeller（8）It is flexibly connected, it is described solid
Fixed pole（7）With tire（18）Connection, the screw plate（9）With mobile jib（1）It is fixedly connected, the circulator（10）With dividing plate（11）
Connection, the controller（12）With electric wire（16）Connection, the catch bar（13）With lower skateboard（14）Connection, the swingle
（15）With rotating disk（17）Connection.
2. a kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill according to claim 1, its
It is characterised by：The ground anchorage（6）Including handrail handle（601）, nail rod（602）, twisted plate（603）, dome plate（604）.
3. a kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill according to claim 2, its
It is characterised by：The handrail handle（601）With dome plate（604）Highly connect, the nail rod（602）It is provided with twisted plate（603）.
4. a kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill according to claim 1, its
It is characterised by：The support（2）With tire（18）Connection, the ground anchorage（6）With circulator（10）Connection.
5. a kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill according to claim 1, its
It is characterised by：The dividing plate（11）It is provided with controller（12）, the dividing plate（11）With lower skateboard（14）Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720193448.9U CN206529774U (en) | 2017-03-01 | 2017-03-01 | A kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720193448.9U CN206529774U (en) | 2017-03-01 | 2017-03-01 | A kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206529774U true CN206529774U (en) | 2017-09-29 |
Family
ID=59917897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720193448.9U Expired - Fee Related CN206529774U (en) | 2017-03-01 | 2017-03-01 | A kind of paddle type mill ground anchorage that sleeve pipe is buried for Geotechnical Engineering deep layer drill |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206529774U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356520A (en) * | 2018-09-25 | 2019-02-19 | 中国电力科学研究院有限公司 | A kind of drilling apparatus of movable ground anchor |
| CN110173213A (en) * | 2019-06-11 | 2019-08-27 | 郑州路驰机械设备有限公司 | A kind of hand propelled ground anchor drilling machine |
-
2017
- 2017-03-01 CN CN201720193448.9U patent/CN206529774U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356520A (en) * | 2018-09-25 | 2019-02-19 | 中国电力科学研究院有限公司 | A kind of drilling apparatus of movable ground anchor |
| CN110173213A (en) * | 2019-06-11 | 2019-08-27 | 郑州路驰机械设备有限公司 | A kind of hand propelled ground anchor drilling machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170929 Termination date: 20180301 |