CN107806093A - High building foundation pile driver - Google Patents
High building foundation pile driver Download PDFInfo
- Publication number
- CN107806093A CN107806093A CN201710932052.6A CN201710932052A CN107806093A CN 107806093 A CN107806093 A CN 107806093A CN 201710932052 A CN201710932052 A CN 201710932052A CN 107806093 A CN107806093 A CN 107806093A
- Authority
- CN
- China
- Prior art keywords
- section
- segment type
- pipeline section
- pile driving
- piling
- 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- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses a kind of high building foundation pile driver, including steel support, piling workbench, vibrating head, hoist engine, two lifting ropes and segment type pile driving pipe, piling Working gantry is located on steel support, segment type pile driving pipe is formed by the docking of multiple pipeline sections, the upper end of each pipeline section is provided with pipe sleeve, the low side pipeline section of segment type pile driving pipe is provided with hanger, piling material is provided with the side wall of top pipeline section and launches port, hoist engine drives vibrating head to move up and down by pull rope, the lower end of two lifting ropes is connected with two hangers on the pipe sleeve on low side pipeline section or pipeline section respectively, vibrating head squeezes into all pipeline sections of segment type pile driving pipe in ground downwards section by section, and all pipeline sections in segment type pile driving pipe are extracted from ground section by section by two lifting ropes.Due to using above-mentioned structure type, using segment type pile driving pipe, can safely construct piling in limit for height section, also reduce construction cost.
Description
Technical field
The present invention relates to a kind of high building foundation pile driver tool, specifically a kind of high building foundation pile driver.
Background technology
The implement of high floor foundation piling, is that a very long pile driving pipe is lowered into ground, this form of construction work,
It is required that steel support must be very high, this very high steel support not only increases construction cost, but also by working environment
Limitation, can not operation in the environment of limit for height.
The content of the invention
It is an object of the invention to propose that a kind of efficiency of construction is high, the low high building foundation pile driver of construction cost.
The technical solution adopted by the present invention is as follows：
High building foundation pile driver, it is characterised in that：Including steel support, piling workbench, vibrating head, hoist engine, two lifting ropes
With segment type pile driving pipe, the piling Working gantry is located on steel support, and the segment type pile driving pipe is by multiple pipeline sections pair
Connect and form, the upper end of each pipeline section is provided with pipe sleeve, and the diameter of pipe sleeve is more than the diameter of pipeline section, the segment type pile driving pipe it is low
The both sides of pipe sleeve on end tube section or pipeline section are provided with hanger, and piling is provided with the side wall of top pipeline section and close to the position of upper end
Material launches port, and the hoist engine drives vibrating head to move up and down by pull rope, the lower ends of two lifting ropes respectively with low side pipe
Two hangers connection on pipe sleeve in section or pipeline section, the vibrating head beat downwards all pipeline sections of segment type pile driving pipe section by section
Enter in ground, and section by section extracted all pipeline sections in segment type pile driving pipe from ground by two lifting ropes.
Beneficial effects of the present invention：, can be on limit for height road using segment type pile driving pipe due to using above-mentioned structure type
Section safely construction piling, also reduces construction cost；The present invention also has the characteristics of simple to operate, efficiency of construction is high.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the structural representation of top pipeline section shown in Fig. 1.
In figure：1st, motor vehicle；2nd, steel support；3rd, piling workbench；4th, vibrating head；5th, hoist engine；6th, lifting rope；7th, merogenesis
Formula pile driving pipe；8th, pipeline section；9th, pipe sleeve；10th, hanger；11st, top pipeline section；12nd, piling material launches port；13rd, suspension ring；14th, tubing string；
15th, suspension hook；16th, ground；17th, earrings；18th, pull rope；19th, frame top lifting support block；20th, pulley；21st, low side pipeline section.
Embodiment
As shown in Figure 1, 2, high building foundation pile driver, including motor vehicle 1, steel support 2, piling workbench 3, vibrating head 4,
5, two lifting ropes 6 of hoist engine and segment type pile driving pipe 7, the steel support 2 are located on motor vehicle 1, and piling workbench 3 is erected at
On steel support 2, segment type pile driving pipe 7 is to be docked to form by multiple pipeline sections 8, and the upper end of each pipeline section 8 is provided with pipe sleeve 9, pipe
The diameter of set 9 is more than the diameter of pipeline section 8, and the both sides of the pipe sleeve 9 on the low side pipeline section 21 of the segment type pile driving pipe 7 are provided with hanger
10, in the side wall of top pipeline section 11 and it is provided with piling material close to the position of upper end and launches port 12, the pull rope on hoist engine 5
18 one end is bypassed from the pulley 20 of frame top lifting support block 19 bottom at the top of steel support 2 and is connected with vibrating head 4, elevator
Machine 5 drives vibrating head 4 to move up and down by pull rope 18, the vibrating head 4, to by all pipeline sections of segment type pile driving pipe 7
To squeeze into downwards in ground 16 section by section, the lower end of two lifting ropes 6 is connected with two hangers 10 of the pipe sleeve 9 on low side pipeline section respectively,
Concrete mode is：The suspension ring 13 equal with the quantity of pipeline section 8 are all intervally distributed with two lifting ropes 6, between the adjacent suspension ring 13
Length away from not less than pipeline section 8；The bottom of the vibrating head 4 is provided with tubing string 14, and the both sides of tubing string 14 are provided with suspension hook 15, by merogenesis
When formula pile driving pipe 7 is extracted from ground 16, suspension ring 13 are hung on suspension hook 15, under the drive of hoist engine 5, the vibrating head
4, all pipeline sections in segment type pile driving pipe 7 are extracted from ground 16 section by section by two lifting ropes 6.Each pipeline section 8 is provided with
Earrings 17, the pull rope aided on hoist engine are connected with earrings 17.
Operation principle：The steel column being connected with vibrating head is inserted into the sleeve of pipeline section, when first segment pipeline section（Also bottom is referred to
One section pipeline section）When basseting, stop vibration, lifting vibrating head, now, fasten the steel wire rope on first segment pile driving pipe by band
Enter in ground；The second section pipeline section is sling using hoist engine, under hand fit, is inserted into the pipe sleeve of first segment pipeline section upper end
It is interior.Then, vibrating head declines, and in the pipe sleeve of steel column insertion the second section pipeline section under hand fit below vibrating head, startup is shaken
Dynamic rod sinks to the second section pipeline section vibration in ground.Segment type pile driving pipe is sunk to the projected depth of ground by that analogy.Will
Piling material is after the piling material in the pipeline section side wall of top is launched in the input segment type pile driving pipe of port.Using fasten bottom one
Pile driving pipe merogenesis is promoted and removed by the lifting rope on section pipeline section.
Described above is the preferred embodiment of the present invention, can not limit the interest field of the present invention with this certainly, should
When pointing out, for those skilled in the art, technical scheme is modified or equally replaced
Change, without departure from the protection domain of technical solution of the present invention.
Claims (1)
- A kind of 1. high building foundation pile driver, it is characterised in that：Including steel support, piling workbench, vibrating head, hoist engine, two Root lifting rope and segment type pile driving pipe, the piling Working gantry are located on steel support, and the segment type pile driving pipe is by multiple Pipeline section docking forms, and the upper end of each pipeline section is provided with pipe sleeve, and the diameter of pipe sleeve is more than the diameter of pipeline section, the segment type piling The both sides of pipe sleeve on the low side pipeline section or pipeline section of pipe are provided with hanger, are opened in the side wall of top pipeline section and close to the position of upper end There is piling material to launch port, the hoist engine drives vibrating head to move up and down by pull rope, the lower ends of two lifting ropes respectively with On pipe sleeve on low side pipeline section or pipeline section two hangers connection, the vibrating head by all pipeline sections of segment type pile driving pipe section by section Squeeze into ground downwards, and section by section extracted all pipeline sections in segment type pile driving pipe from ground by two lifting ropes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710932052.6A CN107806093A (en) | 2017-10-10 | 2017-10-10 | High building foundation pile driver |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710932052.6A CN107806093A (en) | 2017-10-10 | 2017-10-10 | High building foundation pile driver |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107806093A true CN107806093A (en) | 2018-03-16 |
Family
ID=61591991
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710932052.6A Withdrawn CN107806093A (en) | 2017-10-10 | 2017-10-10 | High building foundation pile driver |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107806093A (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204000830U (en) * | 2014-06-27 | 2014-12-10 | 中铁建港航局集团勘察设计院有限公司 | Merogenesis take-over type sand drain machine |
-
2017
- 2017-10-10 CN CN201710932052.6A patent/CN107806093A/en not_active Withdrawn
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204000830U (en) * | 2014-06-27 | 2014-12-10 | 中铁建港航局集团勘察设计院有限公司 | Merogenesis take-over type sand drain machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180316 |
|
| WW01 | Invention patent application withdrawn after publication |