CN105586882A - Arc-shaped locking equipment for X-shaped piles and rectangular piles - Google Patents
Arc-shaped locking equipment for X-shaped piles and rectangular piles Download PDFInfo
- Publication number
- CN105586882A CN105586882A CN201610088776.2A CN201610088776A CN105586882A CN 105586882 A CN105586882 A CN 105586882A CN 201610088776 A CN201610088776 A CN 201610088776A CN 105586882 A CN105586882 A CN 105586882A
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- Prior art keywords
- transmission case
- stake
- fixed
- snap close
- pile
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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
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- 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
- 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
- E02D2250/00—Production methods
-
- 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
Abstract
Arc-shaped locking equipment for X-shaped piles and rectangular piles comprises an X-shaped pile forming machine and a rectangular pile forming machine, cemented soil locked piles are manufactured, every two adjacent cemented soil X-shaped locked piles and cemented soil rectangular locked piles between the cemented soil X-shaped locked piles are in mutual arc-shaped locking connection and grid distribution, when cemented soil of the rectangular locked piles and cemented soil of the X-shaped locked piles reach the certain strength, soil bodies in all spaces which have quadrangular sections and are defined by the X-shaped locked piles and the rectangular locked piles are subjected to vacuum water-absorbing compaction, and thus a compact composite foundation is formed.
Description
Technical field
The present invention relates to the X stake and the arc latched equipment of rectangular pile that in a kind of arc latched equipment, particularly a kind of building foundation engineering, use.
Background technology
Soil cement pile-formation machine is to rotate by the multiple drill bits of power drive, multiple drill bits stir into cement earth pile by the earth cutting of drill bit bottom with cement mortar in rotation process, at present, the pile body that the Soil-cement rig of other pattern becomes is all the assembly of multiple soil cement cylinders, is not the pile body of X-shaped cement earth pile and the mutual snap close of rectangle cement earth pile, distributed in grid.
Summary of the invention
The present invention has made up above shortcoming, provides a kind of and can manufacture X-shaped cement soil pile and rectangle cement soil pile arc latched X stake and the arc latched equipment of rectangular pile mutually.
The present invention is achieved through the following technical solutions:
A kind of X stake and the arc latched equipment of rectangular pile, comprise X stake pile-formation machine and rectangular pile pile-formation machine.
X stake pile-formation machine comprises following structure: compress into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with transmission case five; Compress into bar one bottom left end and be fixed with cross bar one, cross bar one left end bottom is fixed with armstand one, armstand one lower end is fixed with transmission case one, compress into bar one bottom right-hand member and be fixed with cross bar two, cross bar two right-hand member bottoms are fixed with armstand two, armstand two lower ends are fixed with transmission case two, compress into bar one bottom front end and be fixed with cross bar three, cross bar three front end bottoms are fixed with armstand three, armstand three lower ends are fixed with transmission case three, compress into bar one rear end, bottom and be fixed with cross bar four, cross bar four rear end lower are fixed with armstand four, and armstand four lower ends are fixed with transmission case four; The lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod, and a drill bit is fixed respectively in each drilling rod lower end; Between transmission case five and transmission case one, between transmission case five and transmission case two, be connected with respectively one and turn round axle one, between transmission case five and transmission case three, between transmission case five and transmission case four, be connected with respectively one and turn round axle two, each both sides of turning round axle one are respectively equipped with one and stir cutter one, each stir that cutter one is fixed on its place by a tool arm turn round axle one, each both sides of turning round axle two are respectively equipped with one and stir cutter two, each stir that cutter two is fixed on its place by a tool arm turn round axle two; Axle three is turned round in one of the right-hand member output of transmission case two, this right-hand member of turning round axle three is fixed a dome cutter, axle three is turned round in one of the left end output of transmission case one, this left end of turning round axle three is fixed a dome cutter, axle three is turned round in one of the front end output of transmission case three, this front end of turning round axle three is fixed a dome cutter, and axle three is turned round in one of the rear end output of transmission case four, and a dome cutter is fixed in this rear end of turning round axle three.
Rectangular pile pile-formation machine comprises following structure: compress into bar two lower ends and be fixed on motor two upper ends, driving box three upper ends are fixed in motor two lower ends; Compress into bar two bottom left ends and be fixed with transverse arm one, the left end bottom of transverse arm one is fixed with vertical rod one, and the lower end of vertical rod one is fixed with driving box one, compresses into bar two bottom right-hand members and is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with vertical rod two, and the lower end of vertical rod two is fixed with driving box two; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Between driving box three and driving box one, be respectively equipped with a driving shaft one between driving box three and driving box two, a linking arm is fixed respectively on the middle both sides of every driving shaft one, and a stirring cutter is fixed respectively in the outer end of each linking arm; A driving shaft two is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a recessed dise knife; A driving shaft two is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a recessed dise knife.
The present invention has following feature:
The present invention can manufacture the snap close stake of soil cement X-shaped and the stake of the soil cement rectangle snap close pile body of arc latched, distributed in grid mutually, for the consolidation process on soft basis.
Brief description of the drawings
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of X stake pile-formation machine;
Fig. 2 is the rearview of X stake pile-formation machine;
Fig. 3 is that A-A of Fig. 1 is to view;
Fig. 4 is B-B view of Fig. 1;
Fig. 5 is the structural representation of rectangular pile pile-formation machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is X stake and rectangular pile is arc latched, the cross-sectional view of the pile body of distributed in grid.
In figure: 1, compress into bar one, 2, motor one, 3, transmission case five, 4, transmission case one, 5, transmission case two, 6, cross bar one, 7, cross bar two, 8, turn round axle one, 9, stir cutter one, 10, armstand one, 11, armstand two, 12, drilling rod, 13, drill bit, 14, cross bar three, 15, armstand three, 16, transmission case three, 17, cross bar four, 18, armstand four, 19, transmission case four, 20, turn round axle two, 21, tool arm, 22, stir cutter two, 23, turn round axle three, 24, recessed dise knife, 26, dome cutter; 31, compress into bar two, 32, motor two, 33, driving box three, 34, driving box one, 35, driving box two, 36, transverse arm one, 37, transverse arm two, 38, driving shaft one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, driving shaft two, 46, linking arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises X stake pile-formation machine and rectangular pile pile-formation machine.
X stake pile-formation machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: compress into bar one 1 lower ends and be fixed on motor one 2 upper ends, motor one lower end is fixed with transmission case 53, compress into bar one bottom left end and be fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand one lower end is fixed with transmission case 1, compress into bar one bottom right-hand member and be fixed with cross bar 27, cross bar two right-hand member bottoms are fixed with armstand 2 11, armstand two lower ends are fixed with transmission case 25, compress into bar one bottom front end and be fixed with cross bar 3 14, cross bar three front end bottoms are fixed with armstand 3 15, armstand three lower ends are fixed with transmission case 3 16, compress into bar one rear end, bottom and be fixed with cross bar 4 17, cross bar four rear end lower are fixed with armstand 4 18, armstand four lower ends are fixed with transmission case 4 19, the lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod 12, and a drill bit 13 is fixed respectively in each drilling rod lower end, between transmission case five and transmission case one, between transmission case five and transmission case two, be connected with respectively one and turn round axle 1, between transmission case five and transmission case three, between transmission case five and transmission case four, be connected with respectively one and turn round axle 2 20, each both sides of turning round axle one are respectively equipped with one and stir cutter 1, each stir that cutter one is fixed on its place by a tool arm 21 turn round axle one, each both sides of turning round axle two are respectively equipped with one and stir cutter 2 22, each stir that cutter two is fixed on its place by a tool arm turn round axle two, axle 3 23 is turned round in one of the right-hand member output of transmission case two, this right-hand member of turning round axle three is fixed a dome cutter 26, axle 3 23 is turned round in one of the left end output of transmission case one, this left end of turning round axle three is fixed a dome cutter 26, axle 3 23 is turned round in one of the front end output of transmission case three, this front end of turning round axle three is fixed a dome cutter 26, and axle 3 23 is turned round in one of the rear end output of transmission case four, and a dome cutter 26 is fixed in this rear end of turning round axle three.
The specific works mode of X stake pile-formation machine is as follows: provisions for grouting is also installed on pile frame, when work, provisions for grouting is to each drill bit grout injection respectively, when work, compress into bar one and apply the downward power of compressing into, motor one drives transmission case five runnings, on-stream two rotations of turning round axle one by left and right of transmission case five drive respectively transmission case one and transmission case two runnings, and on-stream two rotations of turning round axle two by front and back of transmission case five drive respectively transmission case three and transmission case four runnings; Transmission case two drives the axle three of turning round of right-hand member to drive the dome swivel of right-hand member moving in operation process, and transmission case one drives the axle three of turning round of left end to drive the dome swivel of left end moving in operation process; Transmission case three drives the axle three of turning round of front end to drive the dome swivel of front end moving in operation process, and transmission case four drives the axle three of turning round of rear end to drive the dome swivel of rear end moving in operation process; Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is on-stream drives a bit under it by a drilling rod under it respectively; Turn round axle one for two and drive and stir cutter one rotation by the tool arm on it respectively in rotation, turn round axle two for two and drive and stir cutter two rotations by the tool arm on it respectively in rotation; Five drill bits stir the earth cutting of its underpart in rotation with cement mortar, stir cutter one, stir cutter two in rotation by the unhewn soil body of drill bit between two common tangents of two drill bit cylindricals and cement mortar stirring; The dome cutter of right-hand member stirs into dome termination by the soil cutting of right-hand member and cement mortar in rotation, and the dome cutter of left end stirs into dome termination by the soil cutting of left end and cement mortar in rotation; The dome cutter of front end stirs into dome termination by the soil cutting of front end and cement mortar in rotation, and the dome cutter of rear end stirs into dome termination by the soil cutting of rear end and cement mortar in rotation; Compressing into bar one compresses into process and forms a left-right and front-back respectively with the soil cement X-shaped snap close stake of dome termination downwards.
Rectangular pile pile-formation machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: compress into bar 2 31 lower ends and be fixed on motor 2 32 upper ends, driving box 3 33 upper ends are fixed in motor two lower ends; Compress into bar two bottom left ends and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driving box 1, compress into bar two bottom right-hand members and be fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driving box 2 35; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Between driving box three and driving box one, be respectively equipped with a driving shaft 1 between driving box three and driving box two, a linking arm 46 is fixed respectively on the middle both sides of every driving shaft one, and a stirring cutter 39 is fixed respectively in the outer end of each linking arm; A driving shaft 2 44 is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a recessed dise knife 24; A driving shaft 2 44 is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a recessed dise knife 24.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is also provided with high-pressure pump, when work, high-pressure pump is to each drill bit injected water mud respectively, motor two drives driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, and driving box two drives respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process; Driving box one drives respectively the driving shaft two of left back and the driving shaft two of left front relative to synchronously rotating in operation process; Driving box one, driving box two, driving box three drive drill bit to rotate by the drilling rod of its lower end respectively, and three drill bits stir the earth of its lower end and cement mortar in rotation; Two driving shafts one drive respectively two linking arms on each driving shaft one to drive stirring cutter around driving shaft one rotation in rotation, stir cutter and in rotation process, the unhewn earth of drill bit between two common tangents of every two drill bit cylindricals and cement mortar are stirred; Two driving shafts two of right-hand member drive respectively the recessed dise knife of two of right-hand member to rotate in rotation, these two recessed dise knifes stir into recessed rounded head by the soil body of the termination of right part and cement mortar in rotation, two driving shafts two of left end drive respectively the recessed dise knife of two of left end to rotate in rotation, and these two recessed dise knifes stir into recessed rounded head by the soil body of the termination of left part and cement mortar in rotation; Compressing into bar two compresses into process and forms two ends, a left and right respectively with the soil cement rectangle snap close stake of recessed rounded head downwards.
Rectangle snap close stake two ends recessed rounded head and the dome termination of X-shaped snap close stake front, rear, left and right match.
X stake pile-formation machine and the manufacture X-shaped snap close stake of rectangular pile pile-formation machine and the stake of rectangle snap close are mutually arc latched, the pile body process of distributed in grid is as follows: first in the position that needs reinforcement and process, manufacture the stake of a soil cement X-shaped snap close according to the working method of above-mentioned X stake pile-formation machine with X stake pile-formation machine, before this X-shaped snap close stake, after, left, the distance that parts the rectangle snap close stake of other interval on the right side is manufactured respectively the stake of a soil cement X-shaped snap close, before the stake of each soil cement X-shaped snap close, after, left, part on the right side do not manufacture one, interval rectangle snap close pilespacing from the stake of soil cement X-shaped snap close, so manufacture the stake of multiple soil cement X-shaped snap close, when the soil cement intensity of the X-shaped snap close stake on both sides reaches a timing, again in the spacing between the stake of every two X-shaped snap closes, manufacture the stake of a soil cement rectangle snap close according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, make the recessed rounded head of the rectangle snap close stake between the stake of every two X-shaped snap closes be fit to the dome termination of X-shaped snap close stake, so manufacture every two adjacent soil cement X-shaped snap close stakes and mutual arc latched connection of soil cement rectangle snap close stake between it, the stake of distributed in grid soil cement snap close, in the time that the soil cement of the stake of rectangle snap close and the stake of X-shaped snap close all reaches some strength, it is closely knit that each cross section that the stake of X-shaped snap close and the stake of rectangle snap close are surrounded is that the soil body in tetragonal space carries out respectively vacuum dehydration, so form closely knit composite foundation.
Claims (2)
1. the arc latched equipment of X stake and rectangular pile, comprises X stake pile-formation machine and rectangular pile pile-formation machine; It is characterized in that:
The concrete structure of X stake pile-formation machine comprises: compress into bar one (1) lower end and be fixed on motor one (2) upper end, motor one lower end is fixed with transmission case five (3), compress into bar one bottom left end and be fixed with cross bar one (6), cross bar one left end bottom is fixed with armstand one (10), armstand one lower end is fixed with transmission case one (4), compress into bar one bottom right-hand member and be fixed with cross bar two (7), cross bar two right-hand member bottoms are fixed with armstand two (11), armstand two lower ends are fixed with transmission case two (5), compress into bar one bottom front end and be fixed with cross bar three (14), cross bar three front end bottoms are fixed with armstand three (15), armstand three lower ends are fixed with transmission case three (16), compress into bar one rear end, bottom and be fixed with cross bar four (17), cross bar four rear end lower are fixed with armstand four (18), armstand four lower ends are fixed with transmission case four (19), the lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod (12), and a drill bit (13) is fixed respectively in each drilling rod lower end, between transmission case five and transmission case one, between transmission case five and transmission case two, be connected with respectively one and turn round axle one (8), between transmission case five and transmission case three, between transmission case five and transmission case four, be connected with respectively one and turn round axle two (20), each both sides of turning round axle one are respectively equipped with one and stir cutter one (9), each stir that cutter one is fixed on its place by a tool arm (21) turn round axle one, each both sides of turning round axle two are respectively equipped with one and stir cutter two (22), each stir that cutter two is fixed on its place by a tool arm turn round axle two, axle three (23) is turned round in one of the right-hand member output of transmission case two, this right-hand member of turning round axle three is fixed a dome cutter (26), axle three (23) is turned round in one of the left end output of transmission case one, this left end of turning round axle three is fixed a dome cutter (26), axle three (23) is turned round in one of the front end output of transmission case three, this front end of turning round axle three is fixed a dome cutter (26), and axle 3 23 is turned round in one of the rear end output of transmission case four, and a dome cutter 26 is fixed in this rear end of turning round axle three,
The specific works mode of X stake pile-formation machine: when the work of X stake pile-formation machine, provisions for grouting is to each drill bit grout injection respectively, when work, compress into bar one and apply the downward power of compressing into, motor one drives transmission case five runnings, on-stream two rotations of turning round axle one by left and right of transmission case five drive respectively transmission case one and transmission case two runnings, and on-stream two rotations of turning round axle two by front and back of transmission case five drive respectively transmission case three and transmission case four runnings; Transmission case two drives the axle three of turning round of right-hand member to drive the dome swivel of right-hand member moving in operation process, and transmission case one drives the axle three of turning round of left end to drive the dome swivel of left end moving in operation process; Transmission case three drives the axle three of turning round of front end to drive the dome swivel of front end moving in operation process, and transmission case four drives the axle three of turning round of rear end to drive the dome swivel of rear end moving in operation process; Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is on-stream drives a bit under it by a drilling rod under it respectively; Turn round axle one for two and drive and stir cutter one rotation by the tool arm on it respectively in rotation, turn round axle two for two and drive and stir cutter two rotations by the tool arm on it respectively in rotation; Five drill bits stir the earth cutting of its underpart in rotation with cement mortar, stir cutter one, stir cutter two in rotation by the unhewn soil body of drill bit between two common tangents of two drill bit cylindricals and cement mortar stirring; The dome cutter of right-hand member stirs into dome termination by the soil cutting of right-hand member and cement mortar in rotation, and the dome cutter of left end stirs into dome termination by the soil cutting of left end and cement mortar in rotation; The dome cutter of front end stirs into dome termination by the soil cutting of front end and cement mortar in rotation, and the dome cutter of rear end stirs into dome termination by the soil cutting of rear end and cement mortar in rotation; Compressing into bar one compresses into process and forms a left-right and front-back respectively with the soil cement X-shaped snap close stake of dome termination downwards;
Rectangular pile pile-formation machine concrete structure comprises: compress into bar two (31) lower ends and be fixed on motor two (32) upper ends, driving box three (33) upper ends are fixed in motor two lower ends; Compress into bar two bottom left ends and be fixed with transverse arm one (36), the left end bottom of transverse arm one is fixed with vertical rod one (40), the lower end of vertical rod one is fixed with driving box one (34), compress into bar two bottom right-hand members and be fixed with transverse arm two (37), the right-hand member bottom of transverse arm two is fixed with vertical rod two (41), and the lower end of vertical rod two is fixed with driving box two (35); The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod (12), and the lower end of each drilling rod is respectively equipped with a drill bit (13); Between driving box three and driving box one, be respectively equipped with a driving shaft one (38) between driving box three and driving box two, a linking arm (46) is fixed respectively on the middle both sides of every driving shaft one, and a stirring cutter (39) is fixed respectively in the outer end of each linking arm; A driving shaft two (44) is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a recessed dise knife (24); A driving shaft two (44) is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a recessed dise knife (24);
The specific works mode of rectangular pile pile-formation machine: when the work of rectangular pile pile-formation machine, high-pressure pump is to each drill bit injected water mud respectively, motor two drives driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, and driving box two drives respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process; Driving box one drives respectively the driving shaft two of left back and the driving shaft two of left front relative to synchronously rotating in operation process; Driving box one, driving box two, driving box three drive drill bit to rotate by the drilling rod of its lower end respectively, and three drill bits stir the earth of its lower end and cement mortar in rotation; Two driving shafts one drive respectively two linking arms on each driving shaft one to drive stirring cutter around driving shaft one rotation in rotation, stir cutter and in rotation process, the unhewn earth of drill bit between two common tangents of every two drill bit cylindricals and cement mortar are stirred; Two driving shafts two of right-hand member drive respectively the recessed dise knife of two of right-hand member to rotate in rotation, these two recessed dise knifes stir into recessed rounded head by the soil body of the termination of right part and cement mortar in rotation, two driving shafts two of left end drive respectively the recessed dise knife of two of left end to rotate in rotation, and these two recessed dise knifes stir into recessed rounded head by the soil body of the termination of left part and cement mortar in rotation; Compressing into bar two compresses into process and forms two ends, a left and right respectively with the soil cement rectangle snap close stake of recessed rounded head downwards;
X stake pile-formation machine and the manufacture X-shaped snap close stake of rectangular pile pile-formation machine and the stake of rectangle snap close are mutually arc latched, the pile body process of distributed in grid: first in the position that needs reinforcement and process, manufacture the stake of a soil cement X-shaped snap close according to the working method of above-mentioned X stake pile-formation machine with X stake pile-formation machine, before this X-shaped snap close stake, after, left, the distance that parts the rectangle snap close stake of other interval on the right side is manufactured respectively the stake of a soil cement X-shaped snap close, before the stake of each soil cement X-shaped snap close, after, left, part on the right side do not manufacture one, interval rectangle snap close pilespacing from the stake of soil cement X-shaped snap close, so manufacture the stake of multiple soil cement X-shaped snap close, when the soil cement intensity of the X-shaped snap close stake on both sides reaches a timing, again in the spacing between the stake of every two X-shaped snap closes, manufacture the stake of a soil cement rectangle snap close according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, make the recessed rounded head of the rectangle snap close stake between the stake of every two X-shaped snap closes be fit to the dome termination of X-shaped snap close stake, so manufacture every two adjacent soil cement X-shaped snap close stakes and mutual arc latched connection of soil cement rectangle snap close stake between it, the stake of distributed in grid soil cement snap close, in the time that the soil cement of the stake of rectangle snap close and the stake of X-shaped snap close all reaches some strength, it is closely knit that each cross section that the stake of X-shaped snap close and the stake of rectangle snap close are surrounded is that the soil body in tetragonal space carries out respectively vacuum dehydration, so form closely knit composite foundation.
2. X stake according to claim 1 and the arc latched equipment of rectangular pile, is characterized in that: rectangle snap close stake two ends recessed rounded head and the dome termination of X-shaped snap close stake front, rear, left and right match.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088776.2A CN105586882A (en) | 2016-02-18 | 2016-02-18 | Arc-shaped locking equipment for X-shaped piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088776.2A CN105586882A (en) | 2016-02-18 | 2016-02-18 | Arc-shaped locking equipment for X-shaped piles and rectangular piles |
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| Publication Number | Publication Date |
|---|---|
| CN105586882A true CN105586882A (en) | 2016-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088776.2A Pending CN105586882A (en) | 2016-02-18 | 2016-02-18 | Arc-shaped locking equipment for X-shaped piles and rectangular piles |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2826050A1 (en) * | 2001-06-19 | 2002-12-20 | Cie Du Sol | Drilling tool comprises web, ending in point, with standard part and widened part, near point, with first and second truncated portions |
| EP1734222A1 (en) * | 2005-06-14 | 2006-12-20 | BAUER Maschinen GmbH | System for making concrete piles in a ground and drilling- tool therefor |
| CN104847261A (en) * | 2015-06-05 | 2015-08-19 | 刘玉燕 | X-hole forming machine |
| CN104878752A (en) * | 2015-06-05 | 2015-09-02 | 朱艳菊 | Implementing method of octagonal cement-soil pile machine |
| CN104895061A (en) * | 2015-04-12 | 2015-09-09 | 朱艳菊 | Square mixing drilling machine |
| CN105019444A (en) * | 2015-08-09 | 2015-11-04 | 朱艳菊 | Pile-forming machine for semicircle connector piles |
-
2016
- 2016-02-18 CN CN201610088776.2A patent/CN105586882A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2826050A1 (en) * | 2001-06-19 | 2002-12-20 | Cie Du Sol | Drilling tool comprises web, ending in point, with standard part and widened part, near point, with first and second truncated portions |
| EP1734222A1 (en) * | 2005-06-14 | 2006-12-20 | BAUER Maschinen GmbH | System for making concrete piles in a ground and drilling- tool therefor |
| CN104895061A (en) * | 2015-04-12 | 2015-09-09 | 朱艳菊 | Square mixing drilling machine |
| CN104847261A (en) * | 2015-06-05 | 2015-08-19 | 刘玉燕 | X-hole forming machine |
| CN104878752A (en) * | 2015-06-05 | 2015-09-02 | 朱艳菊 | Implementing method of octagonal cement-soil pile machine |
| CN105019444A (en) * | 2015-08-09 | 2015-11-04 | 朱艳菊 | Pile-forming machine for semicircle connector piles |
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| C06 | Publication | ||
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160518 |
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| RJ01 | Rejection of invention patent application after publication |