CN104878748A - Implementation method of pentagonal prism composite soil pile machine - Google Patents
Implementation method of pentagonal prism composite soil pile machine Download PDFInfo
- Publication number
- CN104878748A CN104878748A CN201510300100.0A CN201510300100A CN104878748A CN 104878748 A CN104878748 A CN 104878748A CN 201510300100 A CN201510300100 A CN 201510300100A CN 104878748 A CN104878748 A CN 104878748A
- Authority
- CN
- China
- Prior art keywords
- fixed
- pentagon
- drill bit
- transverse arm
- driving cylinder
- 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.)
- Pending
Links
Landscapes
- Earth Drilling (AREA)
Abstract
Disclosed is an implementation method of a pentagonal prism composite soil pile machine. When the pentagonal prism composite soil pile machine is operated, a driving motor drives a rotating rod to drive a drill bit to rotate, and when the drill bit rotates, multiple first cutters at the bottom of the drill bit cut and stir soil at the bottom of the drill bit; the upper portion of a telescopic rod is injected with high pressure water, enters the rotating rod via the telescopic rod and is sprayed out via multiple nozzles, and the high-pressure water and the first cutters at the bottom of the drill bit act together to stir soil and water at the bottom of the drill bit into slurry; meanwhile, a first driving cylinder, a second driving cylinder, a third driving cylinder and a fourth driving cylinder extend at the same time prior to retraction, then extend simultaneously prior to retraction and so on so as to drive a pentagonal steel frame to act vertically and repeatedly, first cutters on the lower portion of the pentagonal steel frame and second cutters inside the pentagonal steel frame cut soil and stir soil and water outside the drill bit and inside the pentagonal steel frame into slurry, and the slurry floods out the ground from a pentagonal hole to form a pentagonal hole.
Description
Technical field
The present invention relates to a kind of implementation method of the pentagonal prism compound earth pile machine applied in a kind of compound earth pile machine, particularly a kind of building foundation engineering.
Background technology
At present, compound earth pile machine can only be used for cementitious composite soil pile body under manufactured place.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of a kind of implementation method of pentagonal prism compound earth pile machine.
The present invention is achieved through the following technical solutions:
A kind of pentagonal prism compound earth pile machine, expansion link lower end is by docking dwang upper end to turning oil sealing, and dwang lower end is fixed with drill bit, and drill bit bottom is provided with multiple first cutting knife, is provided with shower nozzle between every two the first cutting knifes; Left front, expansion link bottom is to being fixed with the first transverse arm, and right front is to being fixed with the second transverse arm, and left back is to being fixed with the 3rd transverse arm, and right back is to being fixed with the 4th transverse arm; The upper end of the first driving cylinder is fixed in the outer end of the first transverse arm, the left front portion of pentagon steelframe is fixed in the lower end of the first driving cylinder, the upper end of the second driving cylinder is fixed in the outer end of the second transverse arm, the right front portion of pentagon steelframe is fixed in the lower end of the second driving cylinder, the upper end of the 3rd driving cylinder is fixed in the outer end of the 3rd transverse arm, the left back portion of pentagon steelframe is fixed in the lower end of the 3rd driving cylinder, the upper end of four-wheel drive cylinder is fixed in the outer end of the 4th transverse arm, and the right back portion of pentagon steelframe is fixed in the lower end of four-wheel drive cylinder; The first transverse arm bottom is fixed on by the first armstand in the left front portion of drive motors, the right front portion of drive motors is fixed on the second transverse arm bottom by the second armstand, the 3rd transverse arm bottom is fixed on by the 3rd armstand in the left back portion of drive motors, and the 4th transverse arm bottom is fixed on by the 4th armstand in the right back portion of drive motors; The outer ring of pentagon steelframe is regular pentagon, and bottom is provided with the first cutting knife, and five interior angles of pentagon steelframe are respectively equipped with multiple second cutting knife.
An a kind of implementation method for pentagonal prism compound earth pile machine, during the work of pentagonal prism compound earth pile machine, drive motors drives dwang to drive drill bit rotational, and during drill bit rotational, the cutting of the soil of drill bit bottom is stirred by multiple first cutting knifes of its underpart; Simultaneous retractable bar top is injected water under high pressure and is entered dwang by expansion link, and sprayed by multiple shower nozzle, multiple first cutting knifes one of water under high pressure and drill bit bottom work, and the soil of drill bit bottom and water are stirred into mud; Simultaneously, first driving cylinder, the second driving cylinder, the 3rd driving cylinder, four-wheel drive cylinder extend simultaneously and then bounce back, and then simultaneously extend, bounce back again, repeatedly carry out, drive the upper and lower perseveration of pentagon steelframe thus, soil cutting within pentagon steelframe beyond drill bit is stirred into mud with water by the first cutting knife of pentagon steelframe bottom and the second cutting knife of pentagon steelframe inside, and mud glows ground and becomes pentagon hole from pentagon hole.
The present invention has following feature:
The upper and lower perseveration of pentagon steelframe of the present invention, soil cutting within pentagon steelframe beyond drill bit is stirred into mud with water by the first cutting knife of pentagon steelframe bottom and the second cutting knife of pentagon steelframe inside, and mud glows ground and becomes pentagon hole from pentagon hole.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is structural representation of the present invention;
Fig. 2 is A-A view of Fig. 1;
Fig. 3 is B-B view of Fig. 1.
In figure: 1, expansion link, the 2, first transverse arm, the 3, second transverse arm, the 4, first armstand, 5, the second armstand, 6, to turning oil sealing, 7, drive motors, 8, dwang, 9, the first driving cylinder, the 10, second driving cylinder, 11, pentagon steelframe, the 12, first cutting knife, 13, drill bit, 14, shower nozzle, the 15, the 3rd driving cylinder, 16, four-wheel drive cylinder, the 17, second cutting knife, the 18, the 3rd transverse arm, 19, the 4th transverse arm, the 20, the 3rd armstand, the 21, the 4th armstand.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment expansion link 1 lower end is by docking dwang 8 upper end to turning oil sealing 6, and dwang lower end is fixed with drill bit 13, and drill bit bottom is provided with multiple first cutting knife 12, is provided with shower nozzle 14 between every two the first cutting knifes; Left front, expansion link bottom is to being fixed with the first transverse arm 2, and right front is to being fixed with the second transverse arm 3, and left back is to being fixed with the 3rd transverse arm 18, and right back is to being fixed with the 4th transverse arm 19; The upper end of the first driving cylinder 9 is fixed in the outer end of the first transverse arm, the left front portion of pentagon steelframe 11 is fixed in the lower end of the first driving cylinder, the upper end of the second driving cylinder 10 is fixed in the outer end of the second transverse arm, the right front portion of pentagon steelframe is fixed in the lower end of the second driving cylinder, the upper end of the 3rd driving cylinder 15 is fixed in the outer end of the 3rd transverse arm, the left back portion of pentagon steelframe is fixed in the lower end of the 3rd driving cylinder, the upper end of four-wheel drive cylinder 16 is fixed in the outer end of the 4th transverse arm, and the right back portion of pentagon steelframe is fixed in the lower end of four-wheel drive cylinder; The first transverse arm bottom is fixed on by the first armstand 4 in the left front portion of drive motors 7, the right front portion of drive motors is fixed on the second transverse arm bottom by the second armstand 5, the 3rd transverse arm bottom is fixed on by the 3rd armstand 20 in the left back portion of drive motors, and the 4th transverse arm bottom is fixed on by the 4th armstand 21 in the right back portion of drive motors; The outer ring of pentagon steelframe is regular pentagon, and bottom is provided with the first cutting knife 12, and five interior angles of pentagon steelframe are respectively equipped with multiple second cutting knife 17.
When the present invention works, drive motors drives dwang to drive drill bit rotational, and during drill bit rotational, the cutting of the soil of drill bit bottom is stirred by multiple first cutting knifes of its underpart; Simultaneous retractable bar top is injected water under high pressure and is entered dwang by expansion link, and sprayed by multiple shower nozzle, multiple first cutting knifes one of water under high pressure and drill bit bottom work, and the soil of drill bit bottom and water are stirred into mud; Simultaneously, first driving cylinder, the second driving cylinder, the 3rd driving cylinder, four-wheel drive cylinder extend simultaneously and then bounce back, and then simultaneously extend, bounce back again, repeatedly carry out, drive the upper and lower perseveration of pentagon steelframe thus, soil cutting within pentagon steelframe beyond drill bit is stirred into mud with water by the first cutting knife of pentagon steelframe bottom and the second cutting knife of pentagon steelframe inside, and mud glows ground and becomes pentagon hole from pentagon hole.
Claims (1)
1. the implementation method of a pentagonal prism compound earth pile machine, expansion link (1) lower end is by docking dwang (8) upper end to turning oil sealing (6), dwang lower end is fixed with drill bit (13), and drill bit bottom is provided with multiple first cutting knife (12), is provided with shower nozzle (14) between every two the first cutting knifes; Left front, expansion link bottom is to being fixed with the first transverse arm (2), and right front is to being fixed with the second transverse arm (3), and left back is to being fixed with the 3rd transverse arm (18), and right back is to being fixed with the 4th transverse arm (19); The upper end of the first driving cylinder (9) is fixed in the outer end of the first transverse arm, the left front portion of pentagon steelframe (11) is fixed in the lower end of the first driving cylinder, the upper end of the second driving cylinder (10) is fixed in the outer end of the second transverse arm, the right front portion of pentagon steelframe is fixed in the lower end of the second driving cylinder, the upper end of the 3rd driving cylinder (15) is fixed in the outer end of the 3rd transverse arm, the left back portion of pentagon steelframe is fixed in the lower end of the 3rd driving cylinder, the upper end of four-wheel drive cylinder (16) is fixed in the outer end of the 4th transverse arm, and the right back portion of pentagon steelframe is fixed in the lower end of four-wheel drive cylinder; The first transverse arm bottom is fixed on by the first armstand (4) in the left front portion of drive motors (7), the right front portion of drive motors is fixed on the second transverse arm bottom by the second armstand (5), the 3rd transverse arm bottom is fixed on by the 3rd armstand (20) in the left back portion of drive motors, and the 4th transverse arm bottom is fixed on by the 4th armstand (21) in the right back portion of drive motors; The outer ring of pentagon steelframe is regular pentagon, and bottom is provided with the first cutting knife (12), and five interior angles of pentagon steelframe are respectively equipped with multiple second cutting knife (17); It is characterized in that: a kind of implementation method of a kind of pentagonal prism compound earth pile machine, during the work of pentagonal prism compound earth pile machine, drive motors drives dwang to drive drill bit rotational, and during drill bit rotational, the cutting of the soil of drill bit bottom is stirred by multiple first cutting knifes of its underpart; Simultaneous retractable bar top is injected water under high pressure and is entered dwang by expansion link, and sprayed by multiple shower nozzle, multiple first cutting knifes one of water under high pressure and drill bit bottom work, and the soil of drill bit bottom and water are stirred into mud; Simultaneously, first driving cylinder, the second driving cylinder, the 3rd driving cylinder, four-wheel drive cylinder extend simultaneously and then bounce back, and then simultaneously extend, bounce back again, repeatedly carry out, drive the upper and lower perseveration of pentagon steelframe thus, soil cutting within pentagon steelframe beyond drill bit is stirred into mud with water by the first cutting knife of pentagon steelframe bottom and the second cutting knife of pentagon steelframe inside, and mud glows ground and becomes pentagon hole from pentagon hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510300100.0A CN104878748A (en) | 2015-06-05 | 2015-06-05 | Implementation method of pentagonal prism composite soil pile machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510300100.0A CN104878748A (en) | 2015-06-05 | 2015-06-05 | Implementation method of pentagonal prism composite soil pile machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104878748A true CN104878748A (en) | 2015-09-02 |
Family
ID=53946410
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510300100.0A Pending CN104878748A (en) | 2015-06-05 | 2015-06-05 | Implementation method of pentagonal prism composite soil pile machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104878748A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1126264A (en) * | 1994-12-26 | 1996-07-10 | 石寅生 | Making method for non-annular borehole cast-in-place pile |
| JP2008175039A (en) * | 2007-01-22 | 2008-07-31 | Yasuyuki Yamamoto | Method of driving both steel pipe pile and soil cement pile |
| CN201162215Y (en) * | 2008-03-10 | 2008-12-10 | 徐玉杰 | Single-power bidirectional-drilling stirring pile machine |
| CN102433869A (en) * | 2011-09-22 | 2012-05-02 | 张永忠 | Rectangular mixing pile drilling rig |
| CN102943467A (en) * | 2012-11-08 | 2013-02-27 | 上海强劲地基工程股份有限公司 | Six-axis cement soil mixing pile |
| CN104074185A (en) * | 2013-03-28 | 2014-10-01 | 朱艳菊 | Y-shaped mixed pile former |
| CN104153358A (en) * | 2014-08-26 | 2014-11-19 | 上海强劲地基工程股份有限公司 | Multi-row and multi-shaft cemented soil mixing pile drilling machine |
-
2015
- 2015-06-05 CN CN201510300100.0A patent/CN104878748A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1126264A (en) * | 1994-12-26 | 1996-07-10 | 石寅生 | Making method for non-annular borehole cast-in-place pile |
| JP2008175039A (en) * | 2007-01-22 | 2008-07-31 | Yasuyuki Yamamoto | Method of driving both steel pipe pile and soil cement pile |
| CN201162215Y (en) * | 2008-03-10 | 2008-12-10 | 徐玉杰 | Single-power bidirectional-drilling stirring pile machine |
| CN102433869A (en) * | 2011-09-22 | 2012-05-02 | 张永忠 | Rectangular mixing pile drilling rig |
| CN102943467A (en) * | 2012-11-08 | 2013-02-27 | 上海强劲地基工程股份有限公司 | Six-axis cement soil mixing pile |
| CN104074185A (en) * | 2013-03-28 | 2014-10-01 | 朱艳菊 | Y-shaped mixed pile former |
| CN104153358A (en) * | 2014-08-26 | 2014-11-19 | 上海强劲地基工程股份有限公司 | Multi-row and multi-shaft cemented soil mixing pile drilling machine |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104863142A (en) | Pentagonal prism composite soil pile machine | |
| CN104831718A (en) | Implementation method for rhombus composite stirring pile forming machine | |
| CN105464095A (en) | V-shaped latching equipment for rectangular piles and H-shaped piles | |
| CN105421389A (en) | Circular-arc folding equipment for crossed piles and rectangular piles | |
| CN105821862A (en) | Opening-locking and connecting equipment for equal-width piles and cross-shaped piles | |
| CN104878748A (en) | Implementation method of pentagonal prism composite soil pile machine | |
| CN104831719A (en) | Pentagonal prism composite soil pile machine | |
| CN105568967A (en) | Rectangular inserting-buckling equipment for H-shaped piles and rectangular piles | |
| CN105442547A (en) | V-shaped inserting-connection equipment for L-shaped piles and rectangular piles | |
| CN105569025A (en) | Circular arc connection device of cross-shaped piles and circular piles | |
| CN105507257A (en) | Circular arc socket connection device of H-shaped piles and rectangular piles | |
| CN105442553A (en) | Circular-arc splicing equipment for L-shaped piles and rectangular piles | |
| CN105178300A (en) | Use method of concave round head pile manufacturing equipment | |
| CN105421392A (en) | Circular-arc spigot-joint equipment for crossed piles and rectangular piles | |
| CN105421391A (en) | Circular-arc spigot-joint equipment for crossed piles and rectangular piles | |
| CN105442545A (en) | V-shaped buckling equipment for L-shaped piles and rectangular piles | |
| CN105507282A (en) | Arc inserting equipment for L-shaped piles and rectangular piles | |
| CN105442549A (en) | Semicircular inserting-connection equipment for L-shaped piles and rectangular piles | |
| CN105421388A (en) | Circular-arc eye-splice equipment for H piles and rectangular piles | |
| CN105464091A (en) | Arch-shaped drilling and mixing machine | |
| CN105484249A (en) | Rounded square drill stirring machine | |
| CN105421416A (en) | Trapezoidal insertion-connection equipment for T-shaped piles and rectangular piles | |
| CN105507270A (en) | Arc buckling equipment with cross piles and rectangular piles | |
| CN105507269A (en) | Arc buckling equipment with cross piles and rectangular piles | |
| CN104878751A (en) | Rectangular cement-soil pile implementing method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150902 |