CN207812448U - Static pressure built pile machine - Google Patents
Static pressure built pile machine Download PDFInfo
- Publication number
- CN207812448U CN207812448U CN201820089996.1U CN201820089996U CN207812448U CN 207812448 U CN207812448 U CN 207812448U CN 201820089996 U CN201820089996 U CN 201820089996U CN 207812448 U CN207812448 U CN 207812448U
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- CN
- China
- Prior art keywords
- chassis
- pile frame
- pile
- inner tube
- disk
- 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.)
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Links
- 230000003068 static effect Effects 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 230000000694 effects Effects 0.000 claims description 4
- 239000000945 filler Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 3
- 230000005484 gravity Effects 0.000 claims description 2
- 238000003756 stirring Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a kind of static pressure built pile machine, pile frame is filled on chassis, pile frame is equipped with diagonal brace, the chassis is monoblock type or splices the spliced chassis formed by multi-section point, pile frame is equipped with crossbeam, and stake vertical slide rail bar, tup or stirring-head move up and down along slide track bar on pile frame；Pile frame bottom is connect by pivotal mini-roundabout with chassis；Or the bolt fixture at multiple fixed pile frame bottoms is set on the different parts of chassis, pile frame bottom can be fixed on to the different parts on chassis；The pulley blocks of dress and steel wire rope of windlass cooperation, connect around the steel wire rope of pulley blocks with the inner tube of double-jacket tube immersed tube system at the top of pile frame；Said inner tube bottom, which is set, rams disk, under ram dish external diameter be less than outer tube diameter, ram disk upper surface be connected with T-type hook, T-type hook with outer tube lower inner wall on sliding rail ditch coordinate.The utility model is reasonable for structure, easy to use, and working performance is excellent.
Description
Technical field
The utility model is related to a kind of machines, are a kind of static pressure built pile machines.
Background technology
Existing Static pressure pile driver is had a single function due to structure etc., is deposited in construction convenience, construction effect etc.
In defect, need further to be improved.
Invention content
The purpose of this utility model is to provide a kind of reasonable for structure, static pressure built pile machines of favorable working performance.
The technical solution of the utility model is：
A kind of static pressure built pile machine, including chassis fill pile frame on chassis, and pile frame is equipped with diagonal brace, it is characterized in that：The chassis
The spliced chassis formed for monoblock type or by multi-section point splicing, pile frame are equipped with crossbeam, stake vertical slide rail bar on pile frame, tup or
Stirring-head moves up and down along slide track bar；Pile frame bottom is connect by pivotal mini-roundabout with chassis；Or it is set on the different parts of chassis
Pile frame bottom, can be fixed on the different parts on chassis by the bolt fixture for setting multiple fixed pile frame bottoms；Dress and volume at the top of pile frame
The pulley blocks for raising the cooperation of machine steel wire rope connect around the steel wire rope of pulley blocks with the inner tube of double-jacket tube immersed tube system；Said inner tube
Bottom, which is set, rams disk, under ram dish external diameter and be less than outer tube diameter, ram disk upper surface and be connected with T-type hook, T-type hook with it is outer
Sliding rail ditch cooperation in pipe lower inner wall；Inner tube is sunk down into down when ramming the soil body under disk, is withstood and is rammed disk, under ram disk and inner tube
One body running；When being carried in inner tube, under ram disk from gravity and/or filler material effect under, T-type hook along sliding rail ditch fall, fill out
Charge is from disengagement place space self-emptying.
The bird head structure of apolegamy stake pulley blocks at the top of stake machine.
The utility model is reasonable for structure, easy to use, and working performance is excellent.
Description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples.
Fig. 1 is the structural schematic diagram of the utility model one embodiment.
Fig. 2 rams dish structure schematic diagram under being.
Specific implementation mode
A kind of static pressure built pile machine, including chassis 1 fill pile frame 2 on chassis, and pile frame is equipped with diagonal brace 3, and the chassis is whole
Formula or the spliced chassis being made of multi-section point splicing, pile frame are equipped with crossbeam 4, stake vertical slide rail bar 5, tup or stirring on pile frame
First 6 move up and down along slide track bar；Pile frame bottom is connect by pivotal mini-roundabout 7 with chassis；Or it is arranged on the different parts of chassis
Pile frame bottom, can be fixed on the different parts on chassis by the bolt fixture at multiple fixed pile frame bottoms；The running gear on chassis is adopted
With hydraulic walking 8；The pulley blocks 9 of dress and steel wire rope of windlass cooperation at the top of pile frame, around pulley blocks steel wire rope 10 with it is double
The inner tube 11 of casing immersed tube system connects；Said inner tube bottom, which is set, rams disk 12, under to ram dish external diameter interior less than outer tube 13
Diameter rams disk upper surface and is connected with T-type hook 14, and T-type hook coordinates with the sliding rail ditch in outer tube lower inner wall；Inner tube is sunk down into
Under when ramming the soil body under disk, withstand and ram disk, under ram disk and one body running of inner tube；When being carried in inner tube, under ram disk and conducting oneself with dignity
Under power and/or filler material effect, T-type hook falls along sliding rail ditch, and filler material is from disengagement place space self-emptying.
The bird head 15 of apolegamy stake pulley blocks constructs at the top of stake machine.Loop wheel machine 16 can be also further filled on chassis.
Claims (2)
1. a kind of static pressure built pile machine, including chassis, pile frame is filled on chassis, pile frame is equipped with diagonal brace, it is characterized in that：The chassis is
Monoblock type or the spliced chassis being made of multi-section point splicing, pile frame are equipped with crossbeam, stake vertical slide rail bar on pile frame, tup or stir
Head is mixed to move up and down along slide track bar；Pile frame bottom is connect by pivotal mini-roundabout with chassis；Or it is arranged on the different parts of chassis
Pile frame bottom, can be fixed on the different parts on chassis by the bolt fixture at multiple fixed pile frame bottoms；Dress and elevator at the top of pile frame
The pulley blocks of machine steel wire rope cooperation, connect around the steel wire rope of pulley blocks with the inner tube of double-jacket tube immersed tube system；Said inner tube bottom
Portion, which is set, rams disk, under ram dish external diameter be less than outer tube diameter, ram disk upper surface be connected with T-type hook, T-type hook and outer tube
Sliding rail ditch cooperation in lower inner wall；Inner tube is sunk down into down when ramming the soil body under disk, is withstood and is rammed disk, under ram disk and inner tube one
Body running；When being carried in inner tube, under ram disk from gravity and/or filler material effect under, T-type hook along sliding rail ditch fall, filling
Expect from disengagement place space self-emptying.
2. static pressure built pile machine according to claim 1, it is characterized in that：The bird head structure of apolegamy stake pulley blocks at the top of stake machine
It makes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820089996.1U CN207812448U (en) | 2018-01-19 | 2018-01-19 | Static pressure built pile machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820089996.1U CN207812448U (en) | 2018-01-19 | 2018-01-19 | Static pressure built pile machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207812448U true CN207812448U (en) | 2018-09-04 |
Family
ID=63324550
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820089996.1U Active CN207812448U (en) | 2018-01-19 | 2018-01-19 | Static pressure built pile machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207812448U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021189840A1 (en) * | 2020-10-26 | 2021-09-30 | 姚锋祥 | Construction method and construction apparatus for static-pressure tube-sinking pile |
-
2018
- 2018-01-19 CN CN201820089996.1U patent/CN207812448U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021189840A1 (en) * | 2020-10-26 | 2021-09-30 | 姚锋祥 | Construction method and construction apparatus for static-pressure tube-sinking pile |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190315 Address after: 226000 Tianbao National Energy Center, 128 Gongnong South Road, Chongchuan District, Nantong City, Jiangsu Province, 17th Floor Patentee after: Jiangsu Jin Pile Foundation Engineering Co., Ltd. Address before: 226000 Room 104, 19 Xinhaitong Garden, Nantong City, Jiangsu Province Patentee before: Zhu Jianxin |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201130 Address after: 17F, Tianbao building, 128 Gongnong South Road, Chongchuan District, Nantong City, Jiangsu Province 226000 Patentee after: Jiangsu Jinzhuang geotechnical Technology Co., Ltd Address before: 226000 Nantong City, Jiangsu Province, the 17 building of Tianbao national energy center, No. 128 South Road, worker, farmer, road, Chongchuan District, Sichuan Province Patentee before: JIANGSU JINZHUAN FOUNDATION ENGINEERING Co.,Ltd. |