CN203403414U - Rapid ground anchor pile laying device for line operation - Google Patents
Rapid ground anchor pile laying device for line operation Download PDFInfo
- Publication number
- CN203403414U CN203403414U CN201320377050.2U CN201320377050U CN203403414U CN 203403414 U CN203403414 U CN 203403414U CN 201320377050 U CN201320377050 U CN 201320377050U CN 203403414 U CN203403414 U CN 203403414U
- Authority
- CN
- China
- Prior art keywords
- anchor pile
- power machine
- ground anchor
- dynamic power
- bearing bracket
- 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.)
- Expired - Fee Related
Links
- 238000004873 anchoring Methods 0.000 claims description 33
- 239000012530 fluid Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 9
- 238000012423 maintenance Methods 0.000 abstract description 5
- 238000009412 basement excavation Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000005489 elastic deformation Effects 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a rapid ground anchor pile laying device for line operation. The rapid ground anchor pile laying device for the line operation comprises a power machine and a hydraulic device; the power machine is connected with the hydraulic device through a force bearing bracket; the lower end of the hydraulic device is provided with a force bearing ring for connecting an anchor pile; and the front end of the force bearing bracket is provided with a laser transmitter. The rapid ground anchor pile laying device for the line operation employs the hydraulic principle and uses the hydraulic device to generate the hydraulic impact force which is applied to the force bearing ring; the force bearing ring transmits the impact force to the anchor pile, so that the anchor pile is drilled into the ground at the predetermined depth; the front end of the force bearing bracket is provided with the laser transmitter which is used to determine the strike direction of the anchor pile, so that the pile strike direction accuracy is ensured, and the standardization degree of laying the anchor pile is improved; the speed of laying anchor pile is increased by dozens of times than that of laying by human; the labor intensity of workers is effectively reduced; and the great convenience for construction and maintenance is brought to the maintenance personnel. The rapid ground anchor pile laying device for the line operation is simple in structure, convenient in operation, and high in work efficiency, and is worthy of wide popularization and use.
Description
Technical field
The utility model relates to anchoring pile laying apparatus technical field, particularly the quick laying apparatu of a kind of circuit homework ground anchor peg.
Background technology
Fast development along with electrical network, traditional anchoring pile laying method can not meet the requirement of construction, particularly when disposing sudden power grid accident, during tradition ground laying task, anchoring pile is quick for installation, but hand excavation's speed is slow, and labour intensity is large, hinder to a certain extent the processing speed of accident, brought great inconvenience to maintainer's engineering construction, maintenance.The patent No. is that 90107842.5 patent document discloses a kind of erector with expansible anchor and erecting tools, on erecting tools, be made with the ring gear stretching out and close with the shoulder grafting of making on expansible anchor shank, thereby this shank is driven to rotate in percussive drilling operation.As a result, can be crushed on the diverging cone of expansible anchor by ringfeder cylinder, so just can expansible anchor be anchored in the boring of masonry project rapidly.But described erector remains, need larger hole, hole or the boring of first hand excavation, previous work speed is slow, and labour intensity is large, affects the raising of operating efficiency.
Utility model content
The purpose of this utility model is to address the above problem, and a kind of quick laying apparatu of circuit homework ground anchor peg of simple to operate, convenient and efficient is provided.
For achieving the above object, the technical scheme that the utility model adopts is: the quick laying apparatu of a kind of circuit homework ground anchor peg, comprise dynamic power machine and hydraulic means, described dynamic power machine is by bearing bracket connecting fluid pressure device, and described hydraulic means lower end is provided for connecting the force bearing ring of anchoring pile.
Described bearing bracket front end arranges generating laser.
Described dynamic power machine comprises car body and drive member, and described bearing bracket and described car body are flexibly connected.
The nearly bottom of described dynamic power machine arranges counterweight, and four angular positions of described dynamic power machine arrange positioning disk moving up and down.
Described dynamic power machine top arranges anchoring pile storage compartment.
Described bearing bracket is set to the truss of arch.
The utility model arranges bearing bracket and is used for connecting fluid pressure device in described dynamic power machine front portion, described hydraulic means lower end is provided for connecting the force bearing ring of anchoring pile, by described hydraulic means, produce hydraulic shock power, act on described force bearing ring, described force bearing ring passes to anchoring pile by impact force, anchoring pile is squeezed into the degree of depth of below ground regulation; Described bearing bracket front end arranges generating laser, in order to the direction being impacted with reference to anchoring pile, guarantees that anchoring pile is squeezed into orientation accurate, improves the standardized degree that lays anchoring pile; Described dynamic power machine comprises the car body being driven by described drive member, can facilitate transfer tasks place, enter fast next anchoring pile and lay link, described bearing bracket and described car body are flexibly connected, can adjust angle and the front end height of described bearing bracket, be applicable to various landform and use; The nearly bottom of described dynamic power machine arranges counterweight, guarantees the stability in work progress, avoid due to car body rock and displacement causes laying orientation and the degree of depth does not meet standard; Four angular positions of described dynamic power machine arrange positioning disk moving up and down, can when construction, put down, and avoid tire force elastic deformation to cause height and angle to change; Described dynamic power machine top arranges anchoring pile storage compartment, can use by coordinative construction, makes full use of device; Described bearing bracket is set to the truss of arch, and good stability is not yielding in use procedure.It is quick for installation that the utility model can solve anchoring pile, but the slow difficult problem of hand excavation realizes that anchoring pile is quick, convenient to be laid.The utility model utilizes hydraulic principle, by anchoring pile rapidly and efficiently be pressed into below ground, the laying speed that can make anchoring pile can effectively reduce intensity of workers more than laying and improve decades of times than manpower, brings great convenience to maintainer's engineering construction, maintenance.The utility model is simple in structure, easy and simple to handle, and operating efficiency is high, is worth generally promoting and using.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described further:
Fig. 1 is structural representation of the present utility model.
The specific embodiment
As shown in Figure 1, the quick laying apparatu of a kind of circuit homework ground anchor peg, comprises dynamic power machine and hydraulic means 1, and described dynamic power machine is by bearing bracket 2 connecting fluid pressure devices 1, and described hydraulic means 1 lower end is provided for connecting the force bearing ring 3 of anchoring pile; Described bearing bracket 2 front ends arrange generating laser 4; Described dynamic power machine comprises car body 5 and drive member 6, and described bearing bracket 2 and described car body 5 are flexibly connected; The nearly bottom of described dynamic power machine arranges counterweight 7, and four angular positions of described dynamic power machine arrange positioning disk 8 moving up and down; Described dynamic power machine top arranges anchoring pile storage compartment 9; Described bearing bracket 2 is set to the truss of arch.
The utility model arranges bearing bracket 2 and is used for connecting fluid pressure device 1 in described dynamic power machine front portion, described hydraulic means 1 lower end is provided for connecting the force bearing ring 3 of anchoring pile, by described hydraulic means 1, produce hydraulic shock power, act on described force bearing ring 3, described force bearing ring 3 passes to anchoring pile by impact force, anchoring pile is squeezed into the degree of depth of below ground regulation; Described bearing bracket 2 front ends arrange generating laser 4, in order to the direction being impacted with reference to anchoring pile, guarantee that anchoring pile is squeezed into orientation accurate, improve the standardized degree that lays anchoring pile; Described dynamic power machine comprises the car body 5 being driven by described drive member 6, can facilitate transfer tasks place, enter fast next anchoring pile and lay link, described bearing bracket 2 and described car body 5 are flexibly connected, can adjust angle and the front end height of described bearing bracket 2, be applicable to various landform and use; The nearly bottom of described dynamic power machine arranges counterweight 7, guarantees the stability in work progress, avoid due to car body 5 rock and displacement causes laying orientation and the degree of depth does not meet standard; Four angular positions of described dynamic power machine arrange positioning disk 8 moving up and down, can when construction, put down, and avoid tire force elastic deformation to cause height and angle to change; Described dynamic power machine top arranges anchoring pile storage compartment 9, can use by coordinative construction, makes full use of device; Described bearing bracket 2 is set to the truss of arch, and good stability is not yielding in use procedure.It is quick for installation that the utility model can solve anchoring pile, but the slow difficult problem of hand excavation realizes that anchoring pile is quick, convenient to be laid.The utility model utilizes hydraulic principle, by anchoring pile rapidly and efficiently be pressed into below ground, the laying speed that can make anchoring pile can effectively reduce intensity of workers more than laying and improve decades of times than manpower, brings great convenience to maintainer's engineering construction, maintenance.The utility model is simple in structure, easy and simple to handle, and operating efficiency is high, is worth generally promoting and using.
Claims (6)
1. the quick laying apparatu of circuit homework ground anchor peg, is characterized in that: comprise dynamic power machine and hydraulic means, described dynamic power machine is by bearing bracket connecting fluid pressure device, and described hydraulic means lower end is provided for connecting the force bearing ring of anchoring pile.
2. the quick laying apparatu of circuit homework ground anchor peg as claimed in claim 1, is characterized in that: described bearing bracket front end arranges generating laser.
3. the quick laying apparatu of circuit homework ground anchor peg as claimed in claim 1, is characterized in that: described dynamic power machine comprises car body and drive member, and described bearing bracket and described car body are flexibly connected.
4. the quick laying apparatu of circuit homework ground anchor peg as claimed in claim 1, is characterized in that: the nearly bottom of described dynamic power machine arranges counterweight, and four angular positions of described dynamic power machine arrange positioning disk moving up and down.
5. the quick laying apparatu of circuit homework ground anchor peg as claimed in claim 1, is characterized in that: described dynamic power machine top arranges anchoring pile storage compartment.
6. the quick laying apparatu of circuit homework ground anchor peg as described in as arbitrary in claim 1-3, is characterized in that: described bearing bracket is set to the truss of arch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320377050.2U CN203403414U (en) | 2013-06-28 | 2013-06-28 | Rapid ground anchor pile laying device for line operation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320377050.2U CN203403414U (en) | 2013-06-28 | 2013-06-28 | Rapid ground anchor pile laying device for line operation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203403414U true CN203403414U (en) | 2014-01-22 |
Family
ID=49939352
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320377050.2U Expired - Fee Related CN203403414U (en) | 2013-06-28 | 2013-06-28 | Rapid ground anchor pile laying device for line operation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203403414U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256801A (en) * | 2015-09-30 | 2016-01-20 | 李兆勇 | Quick dyke breach pile jetting machine and pile jetting method |
| CN105297725A (en) * | 2015-09-30 | 2016-02-03 | 刘冉 | Novel pile ejector and pile ejecting method thereof |
| CN105604060A (en) * | 2015-09-30 | 2016-05-25 | 李兆勇 | Dam breaking opening pile jetting machine and pile jetting method thereof |
-
2013
- 2013-06-28 CN CN201320377050.2U patent/CN203403414U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256801A (en) * | 2015-09-30 | 2016-01-20 | 李兆勇 | Quick dyke breach pile jetting machine and pile jetting method |
| CN105297725A (en) * | 2015-09-30 | 2016-02-03 | 刘冉 | Novel pile ejector and pile ejecting method thereof |
| CN105604060A (en) * | 2015-09-30 | 2016-05-25 | 李兆勇 | Dam breaking opening pile jetting machine and pile jetting method thereof |
| CN105256801B (en) * | 2015-09-30 | 2017-01-18 | 孙继铮 | Quick dyke breach pile jetting machine and pile jetting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140122 Termination date: 20150628 |
|
| EXPY | Termination of patent right or utility model |