CN105804643A - Y-shaped buckle pile manufacturing machine tool - Google Patents
Y-shaped buckle pile manufacturing machine tool Download PDFInfo
- Publication number
- CN105804643A CN105804643A CN201610253856.9A CN201610253856A CN105804643A CN 105804643 A CN105804643 A CN 105804643A CN 201610253856 A CN201610253856 A CN 201610253856A CN 105804643 A CN105804643 A CN 105804643A
- Authority
- CN
- China
- Prior art keywords
- pile
- snap close
- post
- dise knife
- recessed dise
- 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- Withdrawn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
- 238000004519 manufacturing process Methods 0.000 title abstract description 6
- 239000004567 concrete Substances 0.000 claims abstract description 28
- 239000002689 soil Substances 0.000 claims abstract description 20
- 239000004568 cement Substances 0.000 claims abstract description 15
- 238000005553 drilling Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 13
- 239000000203 mixture Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 3
- 238000007596 consolidation process Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- 238000005520 cutting process Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Classifications
-
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- 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
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
- E02D2200/1664—Shapes polygonal made from multiple elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Soil Sciences (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A Y-shaped buckle pile manufacturing machine tool comprises a buckle pile forming machine and a cylindrical pile forming machine. At the position where a pile needs to be formed, a concrete cylindrical pile is manufactured by the cylindrical pile forming machine according to the working mode of the cylindrical pile forming machine, and a plurality of concrete cylindrical piles are manufactured around the concrete cylindrical pile in a designed arrangement mode; when the cylindrical piles reach certain concrete strength, cement soil buckle piles are manufactured on the rear left part, the rear right part and the front part of each cylindrical pile respectively through the buckle pile forming machine according to the working mode of the buckle pile forming machine, concave circular arcs of the cement soil buckle piles are matched with the outer circles of the concrete cylindrical piles, and in this way, Y-shaped piles formed by the cement soil buckle piles and the concrete cylindrical piles in a circular arc buckling mode are formed and used for reinforcing a building foundation.
Description
Technical field
The present invention relates to a kind of pile body and manufacture a kind of Y shape snap close stake manufacture facility of snap close stake and the mutual snap close of cylinder pile used in facility, particularly a kind of building foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, be used for keeping off soil in building foundation engineering, the cement earth pile of antiseepage is all formed by multiple concrete cylindricals overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of a kind of Y shape snap close stake that can manufacture snap close stake mutually arc latched with cylinder pile manufactures facility.
The present invention is achieved through the following technical solutions:
A kind of Y shape snap close stake manufactures facility, including snap close stake pile-formation machine and cylinder pile pile-formation machine.
Snap close stake pile-formation machine includes following structure: on the left of drilling rod lower end the upper end of fixation steel plate support one, the centre of motor one shell is fixed in the lower end of steel plate support one, the front end output shaft of motor one is fixed with the recessed dise knife post of first half, and the rear end output shaft of motor one is fixed with later half recessed dise knife post；The upper end of fixation steel plate support two on the right side of drilling rod lower end, the centre of motor two shell is fixed in the lower end of steel plate support two, and the front end output shaft of motor two is fixed with first half dome tool post, and the rear end output shaft of motor two is fixed with later half dome tool post；First half recessed dise knife post and later half recessed dise knife post one recessed dise knife post of composition, the side surface of recessed dise knife post is provided with multiple cutter head；First half dome tool post and later half dome tool post one dome tool post of composition, the side surface of dome tool post is provided with multiple cutter head；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section.
Cylinder pile pile-formation machine includes following structure: the upper end of the lower end fixed motor four of drilling rod two, and the output shaft of motor four lower end is fixed with drill bit.
The present invention has following feature:
The present invention can manufacture multiple by soil cement snap close stake and the mutual arc latched Y shape pile body formed of concrete circular stanchion, for the consolidation process on building basis.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of snap close stake pile-formation machine；
Fig. 2 is the rearview of snap close stake pile-formation machine
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the structural representation of cylinder pile pile-formation machine；
Fig. 5 is the cross-sectional view of multiple Y shape pile body formed by snap close stake and the mutual snap close of cylinder pile.
In figure: 1, drilling rod, 2, steel plate support one, 3, steel plate support two, 4, the recessed dise knife post of first half, 5, first half dome tool post, 6, motor one, 7, motor two, 8, cutter head, 9, later half recessed dise knife post, 10, later half dome tool post, 11, output shaft；21, drilling rod two, 22, motor four, 23, drill bit.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes snap close stake pile-formation machine and cylinder pile pile-formation machine.
Snap close stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3；Concrete structure is as follows: on the left of drilling rod 1 lower end the upper end of fixation steel plate support 1, the centre of motor 1 shell is fixed in the lower end of steel plate support one, the front end output shaft 11 of motor one is fixed with the recessed dise knife post 4 of first half, and the rear end output shaft 11 of motor one is fixed with later half recessed dise knife post 9；The upper end of fixation steel plate support 23 on the right side of drilling rod 1 lower end, the centre of motor 27 shell is fixed in the lower end of steel plate support two, and the front end output shaft 11 of motor two is fixed with first half dome tool post 5, and the rear end output shaft of motor two is fixed with later half dome tool post 10；First half recessed dise knife post and later half recessed dise knife post one recessed dise knife post of composition, the side surface of recessed dise knife post is provided with multiple cutter head 8；First half dome tool post and later half dome tool post one dome tool post of composition, the side surface of dome tool post is provided with multiple cutter head；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section.
The working method of snap close stake pile-formation machine is: during work, grouting pump is to the position grout injection between recessed dise knife post and dome tool post, motor one drives first half recessed dise knife post and later half recessed dise knife post to rotate forward, motor two drives first half dome tool post and the reversion of later half dome tool post, and the soil body of its lower end is stirred with cement mortar by first half recessed dise knife post, later half recessed dise knife post and first half dome tool post, later half dome tool post in rotation；Left end is stirred into concave arc head by first half recessed dise knife post, later half recessed dise knife post in rotation, and right-hand member is stirred into dome arc head by first half dome tool post, later half dome tool post in rotation；The concave arc head of left part matches with the dome arc head of right part；Drilling rod is pressed in process to be formed left end with concave arc head, right-hand member with the soil cement snap close stake of dome arc head downwards.
Cylinder pile pile-formation machine includes the structure in Fig. 4；Concrete structure includes: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and the output shaft of motor four lower end is fixed with drill bit 23.
The specific works mode of cylinder pile pile-formation machine is: during work, drill bit is irrigated water under high pressure by grouting pump, motor four drives bit, drill bit in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, water under high pressure constantly fills, mud constantly flows out from hole, and drilling rod two forms circular hole in being pressed into process, casting concrete, formation concrete circular stanchion in this circular hole.
The dome arc of cylinder pile coincide with the concave arc of snap close stake.
The work process that snap close stake pile-formation machine manufactures Y shape pile body with cylinder pile pile-formation machine associated working is: in the position needing pile, a concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, around this concrete circular stanchion, multiple concrete circular stanchion is manufactured according to the mode of design arrangement, when the concrete strength of cylinder pile reaches a timing, again in the left back portion of each cylinder pile, right rear portion, front portion snap close stake pile-formation machine manufactures a soil cement snap close stake respectively according to the working method of above-mentioned snap close stake pile-formation machine, the concave arc making each soil cement snap close stake is fit to the cylindrical of concrete circular stanchion, it is thusly-formed multiple by soil cement snap close stake and the mutual arc latched Y shape pile body formed of concrete circular stanchion, consolidation process for building basis.
Claims (2)
1. the stake of Y shape snap close manufactures facility, including snap close stake pile-formation machine and cylinder pile pile-formation machine；It is characterized in that:
The concrete structure of snap close stake pile-formation machine includes: on the left of drilling rod (1) lower end the upper end of fixation steel plate support one (2), the centre of motor one (6) shell is fixed in the lower end of steel plate support one, the front end output shaft (11) of motor one is fixed with the recessed dise knife post (4) of first half, and the rear end output shaft (11) of motor one is fixed with later half recessed dise knife post (9)；The upper end of fixation steel plate support two (3) on the right side of drilling rod (1) lower end, the centre of motor two (7) shell is fixed in the lower end of steel plate support two, the front end output shaft (11) of motor two is fixed with first half dome tool post (5), and the rear end output shaft of motor two is fixed with later half dome tool post (10)；First half recessed dise knife post and later half recessed dise knife post one recessed dise knife post of composition, the side surface of recessed dise knife post is provided with multiple cutter head (8)；First half dome tool post and later half dome tool post one dome tool post of composition, the side surface of dome tool post is provided with multiple cutter head；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section；
The working method of snap close stake pile-formation machine is: during work, grouting pump is to the position grout injection between recessed dise knife post and dome tool post, motor one drives first half recessed dise knife post and later half recessed dise knife post to rotate forward, motor two drives first half dome tool post and the reversion of later half dome tool post, and the soil body of its lower end is stirred with cement mortar by first half recessed dise knife post, later half recessed dise knife post and first half dome tool post, later half dome tool post in rotation；Left end is stirred into concave arc head by first half recessed dise knife post, later half recessed dise knife post in rotation, and right-hand member is stirred into dome arc head by first half dome tool post, later half dome tool post in rotation；The concave arc head of left part matches with the dome arc head of right part；Drilling rod is pressed in process to be formed left end with concave arc head, right-hand member with the soil cement snap close stake of dome arc head downwards；
The concrete structure of cylinder pile pile-formation machine includes: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and the output shaft of motor four lower end is fixed with drill bit 23；
The specific works mode of cylinder pile pile-formation machine is: during work, drill bit is irrigated water under high pressure by grouting pump, motor four drives bit, drill bit in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, water under high pressure constantly fills, mud constantly flows out from hole, and drilling rod two forms circular hole in being pressed into process, casting concrete, formation concrete circular stanchion in this circular hole；
The work process that snap close stake pile-formation machine manufactures Y shape pile body with cylinder pile pile-formation machine associated working is: in the position needing pile, a concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, around this concrete circular stanchion, multiple concrete circular stanchion is manufactured according to the mode of design arrangement, when the concrete strength of cylinder pile reaches a timing, again in the left back portion of each cylinder pile, right rear portion, front portion snap close stake pile-formation machine manufactures a soil cement snap close stake respectively according to the working method of above-mentioned snap close stake pile-formation machine, the concave arc making each soil cement snap close stake is fit to the cylindrical of concrete circular stanchion, it is thusly-formed multiple by soil cement snap close stake and the mutual arc latched Y shape pile body formed of concrete circular stanchion, consolidation process for building basis.
2. Y shape snap close stake according to claim 1 manufactures facility, it is characterised in that: the dome arc of cylinder pile coincide with the concave arc of snap close stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253856.9A CN105804643A (en) | 2016-04-23 | 2016-04-23 | Y-shaped buckle pile manufacturing machine tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253856.9A CN105804643A (en) | 2016-04-23 | 2016-04-23 | Y-shaped buckle pile manufacturing machine tool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105804643A true CN105804643A (en) | 2016-07-27 |
Family
ID=56457522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610253856.9A Withdrawn CN105804643A (en) | 2016-04-23 | 2016-04-23 | Y-shaped buckle pile manufacturing machine tool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105804643A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821841A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device of L-shaped connection piles |
| CN105821840A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device for L-shaped socket connection piles |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| CN102094440A (en) * | 2010-11-22 | 2011-06-15 | 张永忠 | Four-cylinder cross pile hole-making machine |
| CN102102488A (en) * | 2010-12-18 | 2011-06-22 | 张永忠 | Eight-drill cross pile pore forming machine |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN104405278A (en) * | 2014-11-23 | 2015-03-11 | 张璐 | Grooving drilling machine |
| CN105019435A (en) * | 2015-06-05 | 2015-11-04 | 宋姝娴 | Manufacturing machine for cross-shaped soil-cement piles |
-
2016
- 2016-04-23 CN CN201610253856.9A patent/CN105804643A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| CN102094440A (en) * | 2010-11-22 | 2011-06-15 | 张永忠 | Four-cylinder cross pile hole-making machine |
| CN102102488A (en) * | 2010-12-18 | 2011-06-22 | 张永忠 | Eight-drill cross pile pore forming machine |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN104405278A (en) * | 2014-11-23 | 2015-03-11 | 张璐 | Grooving drilling machine |
| CN105019435A (en) * | 2015-06-05 | 2015-11-04 | 宋姝娴 | Manufacturing machine for cross-shaped soil-cement piles |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821841A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device of L-shaped connection piles |
| CN105821840A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device for L-shaped socket connection piles |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160727 |
|
| WW01 | Invention patent application withdrawn after publication |