CN105672302A - Splicing and wall-forming device for triangular piles and rectangular piles - Google Patents
Splicing and wall-forming device for triangular piles and rectangular piles Download PDFInfo
- Publication number
- CN105672302A CN105672302A CN201610138648.4A CN201610138648A CN105672302A CN 105672302 A CN105672302 A CN 105672302A CN 201610138648 A CN201610138648 A CN 201610138648A CN 105672302 A CN105672302 A CN 105672302A
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- Prior art keywords
- pile
- headstock
- rectangular
- stake
- triangle stake
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Classifications
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- 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
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- 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- 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
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a splicing and wall-forming device for triangular piles and rectangular piles. The splicing and wall-forming device comprises a pile forming machine for rectangular piles and a pile forming machine for triangular piles; a plurality of cemented soil triangular piles which are spaced apart the distance of one rectangular pile are manufactured; when cemented soil of the triangular piles at the two sides reaches certain strength, a concrete rectangular pile is manufactured within the distance of every two adjacent triangular piles by use of the pile forming machine for the rectangular piles according to a working mode of the pile forming machine for the rectangular piles, so that concave V shapes at the two ends of every rectangular pile fitconvex V shapes at the two ends of the corresponding rectangular pile, and therefore, a pile wall, where multiple cement rectangular piles are in splicing connection with concrete rectangular piles between every two rectangular piles by folding lines, is formed; and the pile wall is used for earth retaining and leakage preventing of a building foundation.
Description
Technical field
The present invention relates to the triangle stake manufacturing piling wall and rectangular pile grafting wall-forming device that use in a kind of pile body grafting wall-forming device, particularly a kind of 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, the cement-soil pile being presently used for the consolidation process of weak base foundation is all formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of rectangular pile that can manufacture is mutually inserted the triangle stake forming piling wall and rectangular pile grafting wall-forming device with triangle stake.
The present invention is achieved through the following technical solutions:
A kind of triangle stake and rectangular pile grafting wall-forming device, including rectangular pile pile-formation machine and triangle stake pile-formation machine.
Rectangular pile pile-formation machine includes following structure: creeping into bar lower end and be fixed on motor one upper end, headstock three upper end is fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm one, the left end bottom of transverse arm one is fixed with armstand one, and the lower end of armstand one is fixed with headstock one, creeps into bar bottom right-hand member and is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with armstand two, and the lower end of armstand two is fixed with headstock two; Headstock one, headstock two, headstock three lower end be respectively equipped with a drilling rod one, the lower end of each drilling rod one is respectively equipped with a drill bit one; Being respectively equipped with one between headstock three and headstock one, between headstock three and headstock two and drive axle one, a linking arm is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring blade respectively; The right back of headstock two and right front export one respectively and drive axle two, and the right-hand member of this each driving axle two fixes a triangular knife one respectively; The left back of headstock one and left front export one respectively and drive axle two, and the left end of this each driving axle two fixes a triangular knife one respectively.
Triangle stake pile-formation machine includes following structure: the upper end of the lower end fixed motor two of drilling rod two, and motor two lower end is provided with change speed gear box, and the output shaft of change speed gear box lower end is fixed with drill bit two; Change speed gear box to left front portion, right front portion, rear portion export a line shaft respectively, the outer end of each line shaft fixes a triangular knife two respectively.
The present invention has following feature:
The present invention can manufacture the piling wall of the mutual broken line socket connection of concrete rectangular stake between multiple soil cement triangle stake and each two triangle stake, for the gear soil on building basis, antiseep.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of rectangular pile pile-formation machine;
Fig. 2 is the A A view of Fig. 1;
Fig. 3 is the structural representation of triangle stake pile-formation machine;
Fig. 4 is the B B view of Fig. 3;
Fig. 5 is the cross-sectional view that rectangular pile is mutually inserted the piling wall of formation with triangle stake.
In figure: 1, creep into bar, 2, motor one, 3, headstock three, 4, headstock one, 5, headstock two, 6, transverse arm one, 7, transverse arm two, 8, drive axle one, 9, stirring blade, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, drive axle two, 15, triangular knife one, 16, linking arm, 21, drilling rod two, 22, motor two, 23, change speed gear box, 24, drill bit two, 25, line shaft, 26, triangular knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes rectangular pile pile-formation machine and triangle stake pile-formation machine.
Rectangular pile pile-formation machine includes the structure in Fig. 1, Fig. 2; Concrete structure is as follows: creeping into bar 1 lower end and be fixed on motor 1 upper end, headstock 33 upper end is fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with armstand 1, and the lower end of armstand one is fixed with headstock 1, creeps into bar bottom right-hand member and is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with armstand 2 11, and the lower end of armstand two is fixed with headstock 25; Headstock one, headstock two, headstock three lower end be respectively equipped with a drilling rod 1, the lower end of each drilling rod one is respectively equipped with a drill bit 1; Being respectively equipped with one between headstock three and headstock one, between headstock three and headstock two and drive axle 1, a linking arm 16 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring blade 9 respectively; The right back of headstock two and right front export one respectively and drive axle 2 14, and the right-hand member of this each driving axle two fixes a triangular knife 1 respectively; The left back of headstock one and left front export one respectively and drive axle 2 14, and the left end of this each driving axle two fixes a triangular knife 1 respectively.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, during work, each drill bit one is injected separately into water under high pressure by grouting pump, motor one drives headstock three operating, headstock three is by driving the rotation of axle one to drive headstock one, headstock two to operate in operation process, and headstock two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process; On-stream driving axle two synchronous axial system relative to the driving axle two of left front driving left back respectively of headstock one; Headstock one, headstock two, headstock three drive drill bit one rotation respectively through the drilling rod one of its lower end, three drill bits one in rotation by the soil cutting of its lower end; Two drive axle one to drive two linking arms on each driving axle one to drive stirring blade around driving axle one rotation in rotation respectively, stirring blade in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn soil cutting of drill bit one, two of right-hand member drive axle two to drive two triangular knife one rotations driven on axle two of right-hand member in rotation respectively, and the soil cutting of the termination of right part is become recessed V-arrangement by two triangular knifes one of right-hand member in rotation; Two of left end drive axle two to drive two triangular knife one rotations driven on axle two of left end in rotation respectively, and the soil cutting of the termination of left part is become recessed V-arrangement by two triangular knifes one of left end in rotation;The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, creeps into bar and is pressed into downwards in process and forms about one two ends is respectively provided with the rectangular opening of recessed V-arrangement, casting concrete, formation concrete rectangular stake in this rectangular opening.
Triangle stake pile-formation machine includes the structure in Fig. 3, Fig. 4; Concrete structure is as follows: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and motor two lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24; Change speed gear box to left front portion, right front portion, rear portion export a line shaft 25 respectively, the outer end of each line shaft fixes a triangular knife 2 26 respectively.
The specific works mode of triangle stake pile-formation machine is as follows: during work, grouting pump is to drill bit two grout injection, motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit lower end is stirred with cement mortar by drill bit two in rotary course; Change speed gear box drive respectively in operation process left front portion, right front portion, rear portion line shaft drive the rotation of a triangular knife two respectively, three triangular knifes two in rotary course by the soil cutting at three angles and Soil-cement; Drilling rod two forms soil cement triangle stake in being pressed into process.
The convex V-arrangement at three angles of triangle stake is identical with the recessed V-arrangement at two ends, rectangular pile left and right.
The working method that rectangular pile pile-formation machine manufactures grafting piling wall with triangle stake pile-formation machine associated working is as follows: in the original position needing pile axis, first soil cement triangle stake is manufactured according to the working method of above-mentioned triangle stake pile-formation machine with triangle stake pile-formation machine, distance at one rectangular pile in right lateral side interval of first triangle stake manufactures second soil cement triangle stake, distance at one rectangular pile in forward right side interval of second triangle stake manufactures the 3rd soil cement triangle stake, distance at one rectangular pile in right lateral side interval of the 3rd triangle stake manufactures the 4th soil cement triangle stake, so manufacture the soil cement triangle stake of one the rectangular pile distance in multiple intervals, when the soil cement intensity of the triangle stake on both sides reaches a timing, again in the distance between the triangle stake that each two is adjacent, manufacture a concrete rectangular stake with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine, the recessed V-arrangement making each rectangular pile two ends is fit to the convex V-arrangement of the triangle stake at rectangular pile two ends, the piling wall of the mutual broken line socket connection of concrete rectangular stake being thusly-formed between multiple soil cement triangle stake and each two triangle stake, for the gear soil on building basis, antiseep.
Claims (2)
1. triangle stake and a rectangular pile grafting wall-forming device, including rectangular pile pile-formation machine and triangle stake pile-formation machine, it is characterised in that:
The concrete structure of rectangular pile pile-formation machine includes: creeping into bar (1) lower end and be fixed on motor one (2) upper end, headstock three (3) upper end is fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm one (6), the left end bottom of transverse arm one is fixed with armstand one (10), the lower end of armstand one is fixed with headstock one (4), creep into bar bottom right-hand member and be fixed with transverse arm two (7), the right-hand member bottom of transverse arm two is fixed with armstand two (11), and the lower end of armstand two is fixed with headstock two (5); Headstock one, headstock two, headstock three lower end be respectively equipped with a drilling rod one (12), the lower end of each drilling rod one is respectively equipped with a drill bit one (13); It is respectively equipped with one between headstock three and headstock one, between headstock three and headstock two and drives axle one (8), a linking arm (16) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring blade (9) respectively;The right back of headstock two and right front export one respectively and drive axle two (14), and the right-hand member of this each driving axle two fixes a triangular knife one (15) respectively; The left back of headstock one and left front export one respectively and drive axle two (14), and the left end of this each driving axle two fixes a triangular knife one (15) respectively;
The specific works mode of rectangular pile pile-formation machine: during the work of rectangular pile pile-formation machine, each drill bit one is injected separately into water under high pressure by grouting pump, motor one drives headstock three operating, headstock three is by driving the rotation of axle one to drive headstock one, headstock two to operate in operation process, and headstock two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process; On-stream driving axle two synchronous axial system relative to the driving axle two of left front driving left back respectively of headstock one; Headstock one, headstock two, headstock three drive drill bit one rotation respectively through the drilling rod one of its lower end, three drill bits one in rotation by the soil cutting of its lower end; Two drive axle one to drive two linking arms on each driving axle one to drive stirring blade around driving axle one rotation in rotation respectively, stirring blade in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn soil cutting of drill bit one, two of right-hand member drive axle two to drive two triangular knife one rotations driven on axle two of right-hand member in rotation respectively, and the soil cutting of the termination of right part is become recessed V-arrangement by two triangular knifes one of right-hand member in rotation; Two of left end drive axle two to drive two triangular knife one rotations driven on axle two of left end in rotation respectively, and the soil cutting of the termination of left part is become recessed V-arrangement by two triangular knifes one of left end in rotation; The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, creeps into bar and is pressed into downwards in process and forms about one two ends is respectively provided with the rectangular opening of recessed V-arrangement, casting concrete, formation concrete rectangular stake in this rectangular opening;
The concrete structure of triangle stake pile-formation machine: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, motor two lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24; Change speed gear box to left front portion, right front portion, rear portion export a line shaft 25 respectively, the outer end of each line shaft fixes a triangular knife 2 26 respectively;
The specific works mode of triangle stake pile-formation machine: during work, grouting pump is to drill bit two grout injection, motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit lower end is stirred with cement mortar by drill bit two in rotary course; Change speed gear box drive respectively in operation process left front portion, right front portion, rear portion line shaft drive the rotation of a triangular knife two respectively, three triangular knifes two in rotary course by the soil cutting at three angles and Soil-cement; Drilling rod two forms soil cement triangle stake in being pressed into process;
The working method that rectangular pile pile-formation machine manufactures grafting piling wall with triangle stake pile-formation machine associated working is as follows: in the original position needing pile axis, first soil cement triangle stake is manufactured according to the working method of above-mentioned triangle stake pile-formation machine with triangle stake pile-formation machine, distance at one rectangular pile in right lateral side interval of first triangle stake manufactures second soil cement triangle stake, distance at one rectangular pile in forward right side interval of second triangle stake manufactures the 3rd soil cement triangle stake, distance at one rectangular pile in right lateral side interval of the 3rd triangle stake manufactures the 4th soil cement triangle stake, so manufacture the soil cement triangle stake of one the rectangular pile distance in multiple intervals, when the soil cement intensity of the triangle stake on both sides reaches a timing, again in the distance between the triangle stake that each two is adjacent, manufacture a concrete rectangular stake with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine, the recessed V-arrangement making each rectangular pile two ends is fit to the convex V-arrangement of the triangle stake at rectangular pile two ends, the piling wall of the mutual broken line socket connection of concrete rectangular stake being thusly-formed between multiple soil cement triangle stake and each two triangle stake, for the gear soil on building basis, antiseep.
2. triangle stake according to claim 1 and rectangular pile grafting wall-forming device, it is characterised in that: the convex V-arrangement at three angles of triangle stake is identical with the recessed V-arrangement at two ends, rectangular pile left and right.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138648.4A CN105672302A (en) | 2016-03-11 | 2016-03-11 | Splicing and wall-forming device for triangular piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138648.4A CN105672302A (en) | 2016-03-11 | 2016-03-11 | Splicing and wall-forming device for triangular piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105672302A true CN105672302A (en) | 2016-06-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610138648.4A Pending CN105672302A (en) | 2016-03-11 | 2016-03-11 | Splicing and wall-forming device for triangular piles and rectangular piles |
Country Status (1)
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| CN (1) | CN105672302A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting triangular piles and rectangular piles |
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular piles and rectangular piles |
| CN105586955A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by inserting triangular piles and rectangular piles |
| CN105586956A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by locking triangular piles and rectangular piles |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06193058A (en) * | 1992-12-25 | 1994-07-12 | Fudo Constr Co Ltd | How to confirm the lap placement of solidified piles |
| KR20010007813A (en) * | 2000-09-29 | 2001-02-05 | 최동환 | In-situ soil mixing pile by multi-auger machine and column wall set up method |
| CN2429566Y (en) * | 2000-06-16 | 2001-05-09 | 北京振冲工程股份有限公司 | Multi-head deeply agitation piling apparatus for forming wall immediately |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN104947657A (en) * | 2015-05-18 | 2015-09-30 | 宋姝娴 | Multi-head stirring and pile arranging machine |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
-
2016
- 2016-03-11 CN CN201610138648.4A patent/CN105672302A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06193058A (en) * | 1992-12-25 | 1994-07-12 | Fudo Constr Co Ltd | How to confirm the lap placement of solidified piles |
| CN2429566Y (en) * | 2000-06-16 | 2001-05-09 | 北京振冲工程股份有限公司 | Multi-head deeply agitation piling apparatus for forming wall immediately |
| KR20010007813A (en) * | 2000-09-29 | 2001-02-05 | 최동환 | In-situ soil mixing pile by multi-auger machine and column wall set up method |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN104947657A (en) * | 2015-05-18 | 2015-09-30 | 宋姝娴 | Multi-head stirring and pile arranging machine |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting triangular piles and rectangular piles |
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular piles and rectangular piles |
| CN105586955A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by inserting triangular piles and rectangular piles |
| CN105586956A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by locking triangular piles and rectangular piles |
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| C06 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20160615 |