CN105421361A - Plug-in pile drilling and stirring machine - Google Patents
Plug-in pile drilling and stirring machine Download PDFInfo
- Publication number
- CN105421361A CN105421361A CN201511012138.4A CN201511012138A CN105421361A CN 105421361 A CN105421361 A CN 105421361A CN 201511012138 A CN201511012138 A CN 201511012138A CN 105421361 A CN105421361 A CN 105421361A
- Authority
- CN
- China
- Prior art keywords
- driven headstock
- cement
- soil
- rotating shaft
- grafting
- 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
- 238000005553 drilling Methods 0.000 title claims abstract description 28
- 238000003756 stirring Methods 0.000 title claims abstract description 28
- 239000002689 soil Substances 0.000 claims abstract description 45
- 239000004568 cement Substances 0.000 claims abstract description 24
- 238000004519 manufacturing process Methods 0.000 claims abstract description 9
- 238000000034 method Methods 0.000 claims description 26
- 239000011440 grout Substances 0.000 claims description 6
- 241001074085 Scophthalmus aquosus Species 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 230000002265 prevention Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a plug-in pile drilling and stirring machine. Multiple cement soil plug-in piles by spacing with a plug-in pile are manufactured; when the cement soil strength of the plug-in piles at two sides reaches a certain strength, a hole is respectively formed in a gap between every two plug-in piles according to a working mode of manufacturing holes by the drilling and stirring machine; and concrete is cast in the holes to form the concrete plug-in piles, so that concave circular ends of the concrete plug-in piles between every two cement soil plug-in piles are matched with convex circular ends of the cement soil plug-in piles, convex circular ends of the concrete plug-in piles between every two cement soil plug-in piles are matched with concave circular ends of the cement soil plug-in piles, and a pile wall with radial arrangement and mutual plug-in of the cement soil plug-in piles and the concrete plug-in piles is formed for soil retaining and permeation prevention of a building foundation.
Description
Technical field
The present invention relates to a kind of boring and stir machine, the grafting stake particularly used in a kind of building foundation engineering is bored and is stirred machine.
Background technology
At present, the cement earth boring auger of other pattern stirs the assembly that pile body formed by machine is all multiple cement-soil cylinder, be not mutual grafting cement-soil pile.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of grafting stake that can manufacture cement soil pile and the mutual grafting of concrete pile body and bores and stir machine.
The present invention is achieved through the following technical solutions:
A kind of grafting stake is bored and is stirred machine, and motor upper end is fixed in main drilling rod lower end, and driven headstock three upper end is fixed in motor lower end; Main drilling rod bottom left end is fixed with transverse arm one, the left end bottom of transverse arm one is fixed with vertical shaft one, and the lower end of vertical shaft one is fixed with driven headstock one, and main drilling rod bottom right-hand member is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with vertical shaft two, and the lower end of vertical shaft two is fixed with driven headstock two; The lower end of driven headstock one, driven headstock two, driven headstock three is respectively equipped with a drilling rod, and the lower end of each point of drilling rod is respectively equipped with a drill bit; Be respectively equipped with a rotating shaft one between driven headstock three and driven headstock one, between driven headstock three and driven headstock two, a link arm is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred arm; The right back of driven headstock two and right front export a rotating shaft two respectively, each rotating shaft two are fixed respectively two circular arc cuttves; Circular arc cutter in the rotating shaft of right back is relative with the circular arc cutter in the rotating shaft of right front forms an orthodrome, the equal diameters of this circular arc place diameter of a circle and drill bit afterwards.
The present invention has following feature:
The present invention can manufacture the piling wall of cement soil pile and the mutual grafting of concrete pile body, for basis gear soil, the antiseep of building.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is elevation of the present invention;
Fig. 2 is A-A direction view of Fig. 1;
Fig. 3 is the plugboard chart of multiple grafting stake.
In figure: 1, main drilling rod, 2, motor, 3, driven headstock three, 4, driven headstock one, 5, driven headstock two, 6, transverse arm one, 7, transverse arm two, 8, rotating shaft one, 9, stir arm, 10, vertical shaft one, 11, vertical shaft two, 12, drilling rod, 13, drill bit, 14, rotating shaft two, 15, circular arc cutter, 16, link arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and motor 2 upper end is fixed in this embodiment main drilling rod 1 lower end, and driven headstock 33 upper end is fixed in motor lower end; Main drilling rod bottom left end is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical shaft 1, and the lower end of vertical shaft one is fixed with driven headstock 1, and main drilling rod bottom right-hand member is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with vertical shaft 2 11, and the lower end of vertical shaft two is fixed with driven headstock 25; The lower end of driven headstock one, driven headstock two, driven headstock three is respectively equipped with a drilling rod 12, and the lower end of each point of drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a rotating shaft 1 between driven headstock three and driven headstock one, between driven headstock three and driven headstock two, a link arm 16 is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred arm 9; The right back of driven headstock two and right front export a rotating shaft 2 14 respectively, each rotating shaft two are fixed respectively two circular arc cuttves 15; Circular arc cutter in the rotating shaft of right back is relative with the circular arc cutter in the rotating shaft of right front forms an orthodrome, the equal diameters of this circular arc place diameter of a circle and drill bit afterwards.
The present invention manufactures the working method of cement earth pile: during work, grout pump is to each drill bit grout injection respectively, motor drives driven headstock three to operate, driven headstock three is operated by the rotating drive driven headstock one of rotating shaft one, driven headstock two in operation process, and driven headstock two drives the relative synchronous axial system of rotating shaft two of the rotating shaft two of right back and right front respectively in operation process; Driven headstock one, driven headstock two, driven headstock three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end and cement paste stir by three drill bits in rotation; Two rotating shafts one drive two link arms in each rotating shaft one to drive respectively and stir an arm rotation around the shaft in rotation, stir arm in rotation process, the part earth and cement paste that are less than bit diameter between every two drill bits to be stirred, the circular arc swivel of two rotating shafts two in rotation in difference drive shaft two moves, the soil body of the termination of right part and cement paste are stirred into recessed rounded head by circular arc cutter in rotation, and formed by this recessed rounded head and left part drill bit, dome termination matches; Main drilling rod is compressed into process and is formed left end with dome termination, right-hand member with the grafting stake of recessed rounded head downwards.
The present invention manufactures the working method of concrete pile: during work, grout pump pours into water under high pressure respectively to each drill bit, motor drives driven headstock three to operate, driven headstock three is operated by the rotating drive driven headstock one of rotating shaft one, driven headstock two in operation process, and driven headstock two drives the relative synchronous axial system of rotating shaft two of the rotating shaft two of right back and right front respectively in operation process; Driven headstock one, driven headstock two, driven headstock three drive drill bit rotational respectively by the drilling rod of its lower end, and the soil cutting of its lower end stirs by three drill bits in rotation; Two rotating shafts one drive two link arms in each rotating shaft one to drive respectively and stir an arm rotation around the shaft in rotation, stir arm in rotation process, the part soil cutting being less than bit diameter between every two drill bits to be stirred, the circular arc swivel of two rotating shafts two in rotation in difference drive shaft two moves, the soil cutting of the termination of right part is become recessed rounded head by circular arc cutter in rotation, and formed by this recessed rounded head and left part drill bit, dome termination matches; The soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and main drilling rod is compressed into process and formed left end with dome termination, right-hand member with the hole body of recessed rounded head downwards.
The working method that the present invention manufactures the piling wall of cement earth pile and the mutual grafting of concrete pile is as follows: first in the original position needing pile axis, stir machine according to above-mentioned brill and manufacture the working method of cement earth pile with boring the machine that stirs and manufacture a cement-soil grafting stake, on the right side of this grafting stake, the distance of the grafting stake in interval manufactures second cement-soil grafting stake again, so manufacture one, multiple interval grafting pilespacing from multiple cement-soil grafting stakes, when the soil cement intensity of the grafting stake on both sides reaches some strength, the working method of stirring machine-processed pore-creating body according to above-mentioned brill in spacing again between every two cement-soil grafting stakes manufactures a hole body respectively, concreting in this hole body, form concrete interposing pile extension, the recessed rounded head of the concrete interposing pile extension between every two cement-soil grafting stakes is made to be fit to the dome termination of cement-soil grafting stake, the dome termination of the concrete interposing pile extension between every two cement-soil grafting stakes is fit to the recessed rounded head of cement-soil grafting stake, formation cement-soil grafting stake like this and concrete interposing pile extension are spaced the piling wall of mutual grafting, for the gear soil of building foundation, antiseep.
Claims (1)
1. grafting stake is bored and is stirred a machine, and motor 2 upper end is fixed in main drilling rod 1 lower end, and driven headstock 33 upper end is fixed in motor lower end; Main drilling rod bottom left end is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical shaft 1, and the lower end of vertical shaft one is fixed with driven headstock 1, and main drilling rod bottom right-hand member is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with vertical shaft 2 11, and the lower end of vertical shaft two is fixed with driven headstock 25; The lower end of driven headstock one, driven headstock two, driven headstock three is respectively equipped with a drilling rod 12, and the lower end of each point of drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a rotating shaft 1 between driven headstock three and driven headstock one, between driven headstock three and driven headstock two, a link arm 16 is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred arm 9; The right back of driven headstock two and right front export a rotating shaft 2 14 respectively, each rotating shaft two are fixed respectively two circular arc cuttves 15; Circular arc cutter in the rotating shaft of right back is relative with the circular arc cutter in the rotating shaft of right front forms an orthodrome, the equal diameters of this circular arc place diameter of a circle and drill bit afterwards;
It is characterized in that: bore the working method that the machine that stirs manufactures cement earth pile: during work, grout pump is to each drill bit grout injection respectively, motor drives driven headstock three to operate, driven headstock three is operated by the rotating drive driven headstock one of rotating shaft one, driven headstock two in operation process, and driven headstock two drives the relative synchronous axial system of rotating shaft two of the rotating shaft two of right back and right front respectively in operation process; Driven headstock one, driven headstock two, driven headstock three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end and cement paste stir by three drill bits in rotation; Two rotating shafts one drive two link arms in each rotating shaft one to drive respectively and stir an arm rotation around the shaft in rotation, stir arm in rotation process, the part earth and cement paste that are less than bit diameter between every two drill bits to be stirred, the circular arc swivel of two rotating shafts two in rotation in difference drive shaft two moves, the soil body of the termination of right part and cement paste are stirred into recessed rounded head by circular arc cutter in rotation, and formed by this recessed rounded head and left part drill bit, dome termination matches; Main drilling rod is compressed into process and is formed left end with dome termination, right-hand member with the grafting stake of recessed rounded head downwards;
Bore the working method that the machine that stirs manufactures concrete pile: during work, grout pump pours into water under high pressure respectively to each drill bit, motor drives driven headstock three to operate, driven headstock three is operated by the rotating drive driven headstock one of rotating shaft one, driven headstock two in operation process, and driven headstock two drives the relative synchronous axial system of rotating shaft two of the rotating shaft two of right back and right front respectively in operation process; Driven headstock one, driven headstock two, driven headstock three drive drill bit rotational respectively by the drilling rod of its lower end, and the soil cutting of its lower end stirs by three drill bits in rotation; Two rotating shafts one drive two link arms in each rotating shaft one to drive respectively and stir an arm rotation around the shaft in rotation, stir arm in rotation process, the part soil cutting being less than bit diameter between every two drill bits to be stirred, the circular arc swivel of two rotating shafts two in rotation in difference drive shaft two moves, the soil cutting of the termination of right part is become recessed rounded head by circular arc cutter in rotation, and formed by this recessed rounded head and left part drill bit, dome termination matches; The soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and main drilling rod is compressed into process and formed left end with dome termination, right-hand member with the hole body of recessed rounded head downwards;
Bore the working method that the machine that stirs manufactures the piling wall of cement earth pile and the mutual grafting of concrete pile: first in the original position needing pile axis, stir machine according to above-mentioned brill and manufacture the working method of cement earth pile with boring the machine that stirs and manufacture a cement-soil grafting stake, on the right side of this grafting stake, the distance of the grafting stake in interval manufactures second cement-soil grafting stake again, so manufacture one, multiple interval grafting pilespacing from multiple cement-soil grafting stakes, when the soil cement intensity of the grafting stake on both sides reaches some strength, the working method of stirring machine-processed pore-creating body according to above-mentioned brill in spacing again between every two cement-soil grafting stakes manufactures a hole body respectively, concreting in this hole body, form concrete interposing pile extension, the recessed rounded head of the concrete interposing pile extension between every two cement-soil grafting stakes is made to be fit to the dome termination of cement-soil grafting stake, the dome termination of the concrete interposing pile extension between every two cement-soil grafting stakes is fit to the recessed rounded head of cement-soil grafting stake, formation cement-soil grafting stake like this and concrete interposing pile extension are spaced the piling wall of mutual grafting, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012138.4A CN105421361A (en) | 2015-12-31 | 2015-12-31 | Plug-in pile drilling and stirring machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012138.4A CN105421361A (en) | 2015-12-31 | 2015-12-31 | Plug-in pile drilling and stirring machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105421361A true CN105421361A (en) | 2016-03-23 |
Family
ID=55499872
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012138.4A Pending CN105421361A (en) | 2015-12-31 | 2015-12-31 | Plug-in pile drilling and stirring machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105421361A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649047A (en) * | 2015-12-31 | 2016-06-08 | 宗超 | Plugging pile drilling and stirring machine |
| CN105672260A (en) * | 2015-12-31 | 2016-06-15 | 吕文娥 | Inserting-connecting pile drilling stirring machine |
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 |
| CN203034511U (en) * | 2012-12-30 | 2013-07-03 | 张璐 | Wall brusher of double-helix grooving machine |
| CN104563861A (en) * | 2014-12-31 | 2015-04-29 | 朱艳菊 | Square drilling machine |
| CN104831718A (en) * | 2015-06-05 | 2015-08-12 | 赵子健 | Implementation method for rhombus composite stirring pile forming machine |
| CN104863142A (en) * | 2015-06-05 | 2015-08-26 | 张璐 | Pentagonal prism composite soil pile machine |
| CN105649047A (en) * | 2015-12-31 | 2016-06-08 | 宗超 | Plugging pile drilling and stirring machine |
| CN105672260A (en) * | 2015-12-31 | 2016-06-15 | 吕文娥 | Inserting-connecting pile drilling stirring machine |
-
2015
- 2015-12-31 CN CN201511012138.4A patent/CN105421361A/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 |
| CN203034511U (en) * | 2012-12-30 | 2013-07-03 | 张璐 | Wall brusher of double-helix grooving machine |
| CN104563861A (en) * | 2014-12-31 | 2015-04-29 | 朱艳菊 | Square drilling machine |
| CN104831718A (en) * | 2015-06-05 | 2015-08-12 | 赵子健 | Implementation method for rhombus composite stirring pile forming machine |
| CN104863142A (en) * | 2015-06-05 | 2015-08-26 | 张璐 | Pentagonal prism composite soil pile machine |
| CN105649047A (en) * | 2015-12-31 | 2016-06-08 | 宗超 | Plugging pile drilling and stirring machine |
| CN105672260A (en) * | 2015-12-31 | 2016-06-15 | 吕文娥 | Inserting-connecting pile drilling stirring machine |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649047A (en) * | 2015-12-31 | 2016-06-08 | 宗超 | Plugging pile drilling and stirring machine |
| CN105672260A (en) * | 2015-12-31 | 2016-06-15 | 吕文娥 | Inserting-connecting pile drilling stirring machine |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into 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: 20160323 |