CN105887866A - Inserting buckling pile manufacturing machine - Google Patents
Inserting buckling pile manufacturing machine Download PDFInfo
- Publication number
- CN105887866A CN105887866A CN201610456501.XA CN201610456501A CN105887866A CN 105887866 A CN105887866 A CN 105887866A CN 201610456501 A CN201610456501 A CN 201610456501A CN 105887866 A CN105887866 A CN 105887866A
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- CN
- China
- Prior art keywords
- tool post
- pile
- trapezoidal tool
- eye
- motor
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- 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.)
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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 DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
Abstract
An inserting buckling pile manufacturing machine comprises an inserting buckling pile forming machine and a hexagonal pile forming machine. Multiple concrete inserting buckling piles are manufactured at intervals, wherein the interval between every two adjacent inserting buckling piles is equal to the width of one hexagonal pile; cement-soil hexagonal piles are manufactured on the front portion and the rear portion in the interval between every two adjacent inserting buckling piles through the hexagonal pile forming machine according to a working mode of the hexagonal pile forming machine respectively, and in this way, multiple concrete inserting buckling piles and cement-soil hexagonal pile bodies which are formed between every two adjacent inserting buckling piles and buckled with the inserting buckling piles in an inserted mode are formed and used for soil retaining and seepage prevention of building foundations.
Description
Technical field
The present invention relates to a kind of built pile and manufacture machine, a kind of eye-splice stake of a kind of eye-splice combination piling wall that the eye-splice stake used in a kind of building foundation engineering and the mutual eye-splice of hexagonal piles are formed manufactures machine.
Background technology
At present, pile body formed by the cement-soil mixing pile machine of other pattern is all the assembly of multiple soil cement cylinder, be not mutual eye-splice soil cement compound pile.
Summary of the invention
The invention provides the manufacture machine of a kind of eye-splice stake that a kind of eye-splice stake is formed with the mutual eye-splice of hexagonal piles.
The present invention is achieved through the following technical solutions:
A kind of eye-splice stake manufactures machine, including eye-splice stake pile-formation machine and hexagonal piles pile-formation machine.
The concrete structure of eye-splice stake pile-formation machine includes: the middle upper portion of steel pipe support is fixed in the lower end of drilling rod one, the middle lower portion of steel pipe support is fixed on the upper end of steel plate support two, the shell middle upper portion of motor two is fixed in the lower end of steel plate support two, the front end output shaft of motor two is fixed with the trapezoidal tool post of lordosis, and the rear end output shaft of motor two is fixed with rear convex trapezoidal tool post；The upper end of steel plate support one is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor one is fixed in the lower end of steel plate support one, the front end output shaft of motor one is fixed with front recessed trapezoidal tool post one, and the rear end output shaft of motor one is fixed with rear recessed trapezoidal tool post one；The upper end of steel plate support three is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor three is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with front recessed trapezoidal tool post two, and the rear end output shaft of motor three is fixed with rear recessed trapezoidal tool post two；The side surface of each recessed trapezoidal tool post is separately installed with multiple cutter head；The side surface of each convex trapezoidal tool post is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal tool post cross section of recessed trapezoidal tool post cross section is coincide.
Hexagonal piles pile-formation machine includes following structure: the upper end of the lower end fixed motor four of drilling rod two, motor four 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；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export a power transmission shaft respectively, and the outer end of each power transmission shaft fixes a triangular knife respectively.
The present invention has a following feature:
The present invention can manufacture the pile body of two mutual eye-splices of soil cement hexagonal piles between the eye-splice stake that multiple concrete interposing buckle pile is adjacent with each two, for gear soil, the antiseep on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of the present invention；
Fig. 2 is the rearview of the present invention
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the structural representation of hexagonal piles pile-formation machine；
Fig. 5 is the B B view of Fig. 3；
Fig. 6 is the cross-sectional view of the built pile that eye-splice stake is formed with the mutual eye-splice of hexagonal piles.
In figure: 1, drilling rod one, 2, steel pipe support, 3, steel plate support one, 4, steel plate support two, 5, steel plate support three, 6, motor one, 7, motor two, 8, motor three, 9, front recessed trapezoidal tool post one, 10, the trapezoidal tool post of lordosis, 11, front recessed trapezoidal tool post two, 12, cutter head, 13, rear recessed trapezoidal tool post one, 14, rear convex trapezoidal tool post, 15, rear recessed trapezoidal tool post two, 16, output shaft；21, drilling rod two, 22, motor four, 23, change speed gear box, 24, drill bit two, 25, power transmission shaft, 26, triangular knife.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes eye-splice stake pile-formation machine and hexagonal piles pile-formation machine.
Eye-splice stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, concrete structure is: the middle upper portion of steel pipe support 2 is fixed in the lower end of drilling rod 1, the middle lower portion of steel pipe support is fixed on the upper end of steel plate support 24, the shell middle upper portion of motor 27 is fixed in the lower end of steel plate support two, the front end output shaft 16 of motor two is fixed with the trapezoidal tool post of lordosis 10, and the rear end output shaft of motor two is fixed with rear convex trapezoidal tool post 14；The upper end of steel plate support 1 is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor 1 is fixed in the lower end of steel plate support one, the front end output shaft 16 of motor one is fixed with front recessed trapezoidal tool post 1, and the rear end output shaft of motor one is fixed with rear recessed trapezoidal tool post 1；The upper end of steel plate support 35 is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor 38 is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with front recessed trapezoidal tool post 2 11, and the rear end output shaft of motor three is fixed with rear recessed trapezoidal tool post 2 15；The side surface of each recessed trapezoidal tool post is separately installed with multiple cutter head 12；The side surface of each convex trapezoidal tool post is provided with multiple cutter head 12；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal tool post cross section of recessed trapezoidal tool post cross section is coincide.
Eye-splice stake pile-formation machine is also equipped with grouting pump, during work, the position between grouting pump trapezoidal tool post recessed to the left side and the convex trapezoidal tool post in centre and between the convex trapezoidal tool post of the recessed trapezoidal tool post in the right and centre irrigates water under high pressure respectively, motor one drives front recessed trapezoidal tool post one and the rotating forward of rear recessed trapezoidal tool post one, motor three drives front recessed trapezoidal tool post two and the reversion of rear recessed trapezoidal tool post two, motor two drives the trapezoidal tool post of lordosis to rotate forward, after motor two drives, convex trapezoidal tool post inverts, front recessed trapezoidal tool post one, rear recessed trapezoidal tool post one, front recessed trapezoidal tool post two, rear recessed trapezoidal tool post two and the trapezoidal tool post of lordosis, rear convex trapezoidal tool post in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly in rotation by front recessed trapezoidal tool post one, rear recessed trapezoidal tool post one, and right-hand member is cut into recessed bathrocephaly in rotation by front recessed trapezoidal tool post two, rear recessed trapezoidal tool post two；The soil body machined away is mixed in mud, water under high pressure constantly fills, and mud constantly flows out to outside hole from hole, and drilling rod one forms about one two ends during being pressed into downwards and is respectively provided with the hole of two recessed bathrocephalies, casting concrete in this hole, forms concrete interposing buckle pile.
Hexagonal piles pile-formation machine includes the structure in Fig. 4, Fig. 5；Concrete structure is as follows: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and motor four 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；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export a power transmission shaft 25 respectively, and the outer end of each power transmission shaft fixes a triangular knife 26 respectively.
The specific works mode of hexagonal piles pile-formation machine is as follows: during work, grouting pump is to drill bit two grout injection, motor four 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 two lower end is stirred in rotary course by drill bit two with cement mortar；Change speed gear box drives left end, left back end, left front end, right-hand member, right rear end, the power transmission shaft of right front ends to drive triangular knife to rotate respectively in operation process respectively, six triangular knifes in rotary course by soil cutting and the Soil-cement at six angles；Drilling rod two forms soil cement hexagonal piles during being pressed into.
The convex trapezoidal of the recessed trapezoidal and hexagonal piles each edge place of eye-splice stake is coincide.
The working method that eye-splice stake pile-formation machine manufactures built pile with hexagonal piles pile-formation machine is as follows: in the original position needing pile axis, a concrete interposing buckle pile is manufactured according to the working method of above-mentioned eye-splice stake pile-formation machine with eye-splice stake pile-formation machine, distance at one hexagonal piles in interval, the right side of this eye-splice stake manufactures second concrete interposing buckle pile, so manufactures the concrete interposing buckle pile of one the hexagonal piles distance in multiple intervals；When the concrete strength of the eye-splice stake on both sides reaches a timing, again the front portion in the spacing between each two eye-splice stake and rear portion, manufacture a soil cement hexagonal piles with hexagonal piles pile-formation machine respectively according to the working method of above-mentioned hexagonal piles pile-formation machine, make soil cement hexagonal piles left end convex trapezoidal of front portion be fit to anterior recessed trapezoidal, the anterior soil cement hexagonal piles right-hand member of left side eye-splice stake right-hand member convex trapezoidal and be fit to anterior recessed trapezoidal of the right concrete interposing buckle pile left end；Convex trapezoidal the convex trapezoidal of soil cement hexagonal piles right-hand member recessed trapezoidal, rear portion being fit to eye-splice stake right-hand member rear portion, the left side making the soil cement hexagonal piles left end at rear portion is fit to the recessed trapezoidal of concrete interposing buckle pile left end rear portion, the right；The pile body of two the mutual eye-splices of soil cement hexagonal piles being thusly-formed between the eye-splice stake that multiple concrete interposing buckle pile is adjacent with each two, for gear soil, the antiseep on building basis.
Claims (3)
1. eye-splice stake manufactures a machine, including eye-splice stake pile-formation machine and hexagonal piles pile-formation machine；It is characterized in that:
The concrete structure of described eye-splice stake pile-formation machine includes: the middle upper portion of steel pipe support (2) is fixed in the lower end of drilling rod one (1), the middle lower portion of steel pipe support is fixed on the upper end of steel plate support two (4), the shell middle upper portion of motor two (7) is fixed in the lower end of steel plate support two, the front end output shaft (16) of motor two is fixed with the trapezoidal tool post of lordosis (10), and the rear end output shaft of motor two is fixed with rear convex trapezoidal tool post (14)；The upper end of steel plate support one (3) is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor one (6) is fixed in the lower end of steel plate support one, the front end output shaft (16) of motor one is fixed with front recessed trapezoidal tool post one (9), and the rear end output shaft of motor one is fixed with rear recessed trapezoidal tool post one (13)；The upper end of steel plate support three (5) is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor three (8) is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with front recessed trapezoidal tool post two (11), and the rear end output shaft of motor three is fixed with rear recessed trapezoidal tool post two (15)；The side surface of each recessed trapezoidal tool post is separately installed with multiple cutter head (12)；The side surface of each convex trapezoidal tool post is provided with multiple cutter head (12)；
During the work of described eye-splice stake pile-formation machine, the position between grouting pump trapezoidal tool post recessed to the left side and the convex trapezoidal tool post in centre and between the convex trapezoidal tool post of the recessed trapezoidal tool post in the right and centre irrigates water under high pressure respectively, motor one drives front recessed trapezoidal tool post one and the rotating forward of rear recessed trapezoidal tool post one, motor three drives front recessed trapezoidal tool post two and the reversion of rear recessed trapezoidal tool post two, motor two drives the trapezoidal tool post of lordosis to rotate forward, after motor two drives, convex trapezoidal tool post inverts, front recessed trapezoidal tool post one, rear recessed trapezoidal tool post one, front recessed trapezoidal tool post two, rear recessed trapezoidal tool post two and the trapezoidal tool post of lordosis, rear convex trapezoidal tool post in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly in rotation by front recessed trapezoidal tool post one, rear recessed trapezoidal tool post one, and right-hand member is cut into recessed bathrocephaly in rotation by front recessed trapezoidal tool post two, rear recessed trapezoidal tool post two；The soil body machined away is mixed in mud, water under high pressure constantly fills, and mud constantly flows out to outside hole from hole, and drilling rod one forms about one two ends during being pressed into downwards and is respectively provided with the hole of two recessed bathrocephalies, casting concrete in this hole, forms concrete interposing buckle pile；
The concrete structure of described hexagonal piles pile-formation machine includes: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and motor four 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；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export a power transmission shaft 25 respectively, and the outer end of each power transmission shaft fixes a triangular knife 26 respectively；
The specific works mode of described hexagonal piles pile-formation machine: during work, grouting pump is to drill bit two grout injection, motor four 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 two lower end is stirred in rotary course by drill bit two with cement mortar；Change speed gear box drives left end, left back end, left front end, right-hand member, right rear end, the power transmission shaft of right front ends to drive triangular knife to rotate respectively in operation process respectively, six triangular knifes in rotary course by soil cutting and the Soil-cement at six angles；Drilling rod two forms soil cement hexagonal piles during being pressed into；
The working method that described eye-splice stake pile-formation machine manufactures built pile with described hexagonal piles pile-formation machine is as follows: in the original position needing pile axis, a concrete interposing buckle pile is manufactured according to the working method of above-mentioned eye-splice stake pile-formation machine with eye-splice stake pile-formation machine, distance at one hexagonal piles in interval, the right side of this eye-splice stake manufactures second concrete interposing buckle pile, so manufactures the concrete interposing buckle pile of one the hexagonal piles distance in multiple intervals；When the concrete strength of the eye-splice stake on both sides reaches a timing, again the front portion in the spacing between each two eye-splice stake and rear portion, manufacture a soil cement hexagonal piles with hexagonal piles pile-formation machine respectively according to the working method of above-mentioned hexagonal piles pile-formation machine, make soil cement hexagonal piles left end convex trapezoidal of front portion be fit to anterior recessed trapezoidal, the anterior soil cement hexagonal piles right-hand member of left side eye-splice stake right-hand member convex trapezoidal and be fit to anterior recessed trapezoidal of the right concrete interposing buckle pile left end；Convex trapezoidal the convex trapezoidal of soil cement hexagonal piles right-hand member recessed trapezoidal, rear portion being fit to eye-splice stake right-hand member rear portion, the left side making the soil cement hexagonal piles left end at rear portion is fit to the recessed trapezoidal of concrete interposing buckle pile left end rear portion, the right；The pile body of two the mutual eye-splices of soil cement hexagonal piles being thusly-formed between the eye-splice stake that multiple concrete interposing buckle pile is adjacent with each two, for gear soil, the antiseep on building basis.
2. manufacture machine according to a kind of eye-splice stake described in claim, it is characterised in that: the convex trapezoidal of the recessed trapezoidal and hexagonal piles each edge place of described eye-splice stake is coincide.
3. manufacture machine according to a kind of eye-splice stake described in claim, it is characterised in that: the convex trapezoidal of the recessed trapezoidal and convex trapezoidal tool post cross section of the recessed trapezoidal tool post cross section of described eye-splice stake pile-formation machine is coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610456501.XA CN105887866A (en) | 2016-06-22 | 2016-06-22 | Inserting buckling pile manufacturing machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610456501.XA CN105887866A (en) | 2016-06-22 | 2016-06-22 | Inserting buckling pile manufacturing machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105887866A true CN105887866A (en) | 2016-08-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610456501.XA Withdrawn CN105887866A (en) | 2016-06-22 | 2016-06-22 | Inserting buckling pile manufacturing machine |
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| Country | Link |
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| CN (1) | CN105887866A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884450A (en) * | 2017-04-15 | 2017-06-23 | 卢维利 | A kind of excavating equipment |
| CN106884448A (en) * | 2017-04-16 | 2017-06-23 | 郭风勋 | A kind of single-wheel slotter and its method of work |
| CN106894457A (en) * | 2017-04-15 | 2017-06-27 | 胡彦主 | A kind of concavo-convex connection socket stake production program |
| CN107090824A (en) * | 2017-05-13 | 2017-08-25 | 卢兴书 | The arrangement and method for construction of jet-grouted anchor pile break adrift subterranean wall |
-
2016
- 2016-06-22 CN CN201610456501.XA patent/CN105887866A/en not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884450A (en) * | 2017-04-15 | 2017-06-23 | 卢维利 | A kind of excavating equipment |
| CN106894457A (en) * | 2017-04-15 | 2017-06-27 | 胡彦主 | A kind of concavo-convex connection socket stake production program |
| CN106884448A (en) * | 2017-04-16 | 2017-06-23 | 郭风勋 | A kind of single-wheel slotter and its method of work |
| CN107090824A (en) * | 2017-05-13 | 2017-08-25 | 卢兴书 | The arrangement and method for construction of jet-grouted anchor pile break adrift subterranean wall |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160824 |
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| WW01 | Invention patent application withdrawn after publication |