CN105604045A - Equipment for wall forming by insertion connection of regular octagonal piles and rectangular piles - Google Patents
Equipment for wall forming by insertion connection of regular octagonal piles and rectangular piles Download PDFInfo
- Publication number
- CN105604045A CN105604045A CN201610123500.3A CN201610123500A CN105604045A CN 105604045 A CN105604045 A CN 105604045A CN 201610123500 A CN201610123500 A CN 201610123500A CN 105604045 A CN105604045 A CN 105604045A
- Authority
- CN
- China
- Prior art keywords
- pile
- driving
- rectangular
- driving box
- driving shaft
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
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
- 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
-
- 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
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)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses equipment for wall forming by insertion connection of regular octagonal piles and rectangular piles. The equipment comprises a rectangular pile forming machine and a regular octagonal pile forming machine. A plurality of regular octagonal piles are made at intervals of a rectangular pile; when the concrete strength of the regular octagonal piles on two sides reaches a certain degree, a rectangular concrete pile is made within a distance between every two regular octagonal piles by the rectangular pile forming machine according to a working mode of the rectangular pile forming machine, concave trapezoidal structures of two ends of each rectangular pile are enabled to fit convex trapezoidal structures of the regular octagonal piles at two ends of the corresponding rectangular pile, and thus a pile wall formed by fold line shaped insertion connection of the regular octagonal concrete piles with the rectangular concrete pile between every two regular octagonal concrete piles is obtained and used for soil retaining and seepage prevention of building foundations.
Description
Technical field
The octagon stake that the present invention relates to use in a kind of pile body manufacturing installation, particularly a kind of foundation engineering is pegged graft into wall equipment with rectangular pile.
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, in building foundation engineering, be all to form by multiple soil cement cylinder overlap joints for keeping off the cement-soil pile of soil, antiseepage.
Summary of the invention
The present invention has made up above shortcoming, provides a kind of and can manufacture the octagon stake that rectangular pile pegs graft mutually with octagon stake and peg graft into wall equipment with rectangular pile.
The present invention is achieved through the following technical solutions:
A kind of octagon stake is pegged graft into wall equipment with rectangular pile, comprises rectangular pile pile-formation machine and octagon stake pile-formation machine.
Rectangular pile pile-formation machine comprises following structure: creep into bar lower end and be fixed on motor one upper end, driving box three upper ends are 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 driving box 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 driving box two; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod one, and the lower end of each drilling rod one is respectively equipped with a drill bit one; 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 the outer end of each linking arm is fixed respectively one and stirred cutter one; 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 triangular knife; A driving shaft two is exported respectively in the left back of driving box one and left front, the left end of this each driving shaft two is fixed respectively a triangular knife, a driving shaft three of right-hand member output of driving box two, the right-hand member of this driving shaft three is fixed one and is stirred cutter two, a driving shaft three of left end output of driving box one, the left end of this driving shaft three is fixed one and is stirred cutter two.
Octagon stake pile-formation machine comprises following structure: the upper end of the lower end fixed motor two of drilling rod two, and motor two lower ends are provided with gearbox, and the output shaft of gearbox lower end is fixed with drill bit two; The left end of gearbox, right-hand member, rear end, front end are exported respectively a power transmission shaft, and a tulwar is fixed respectively in the outer end of each power transmission shaft.
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 the stake of multiple soil cement octagon and every two octagon stakes, for gear soil, the antiseep of building foundation.
Brief description of the drawings
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 A-A view of Fig. 1;
Fig. 3 is the structural representation of octagon stake pile-formation machine;
Fig. 4 is B-B view of Fig. 3;
Fig. 5 is the cross-sectional view of rectangular pile and the octagon stake piling wall of mutually pegging graft.
In figure: 1, creep into bar, 2, motor one, 3, driving box three, 4, driving box one, 5, driving box two, 6, transverse arm one, 7, transverse arm two, 8, driving shaft one, 9, stir cutter one, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, driving shaft two, 15, triangular knife, 16, linking arm, 17, driving shaft three, 18, stir cutter two, 21, drilling rod two, 22, motor two, 23, gearbox, 24, drill bit two, 25, power transmission shaft, 26, tulwar.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises rectangular pile pile-formation machine and octagon stake pile-formation machine.
Rectangular pile pile-formation machine comprises the structure in Fig. 1, Fig. 2; Concrete structure is as follows: creep into bar 1 lower end and be fixed on motor one 2 upper ends, driving box 33 upper ends are 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 driving box 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 driving box 25; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod 1, and the lower end of each drilling rod one is respectively equipped with a drill bit 1; 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 16 is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter 1; A driving shaft 2 14 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 triangular knife 15; A driving shaft 2 14 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 triangular knife 15; A driving shaft 3 17 of right-hand member output of driving box two, the right-hand member of this driving shaft three is fixed one and is stirred cutter 2 18, a driving shaft 3 17 of left end output of driving box one, the left end of this driving shaft three is fixed one and is stirred cutter 2 18.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, when work, grouting pump injects respectively water under high pressure to each drill bit one, motor one 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, 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, and driving box two drives driving shaft three rotations of right-hand member simultaneously, the on-stream driving shaft two of left back and the driving shaft two of left front of driving respectively of driving box one is relative to synchronously rotating, and driving box one drives driving shaft three rotations of left end simultaneously, driving box one, driving box two, driving box three drive drill bit one rotation by the drilling rod one of its lower end respectively, three drill bits one in rotation by the soil cutting of its lower end, two driving shafts one drive respectively two linking arms drives on each driving shaft one to stir cutter one around driving shaft one rotation in rotation, stir cutter one in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn soil cutting of drill bit one, two driving shafts two of right-hand member drive respectively the triangular knife on two driving shafts two of right-hand member to rotate in rotation, what the driving shaft three of right-hand member drove right-hand member in rotation stirs cutter two rotations, two triangular knifes of right-hand member and stir cutter two, in rotation, the soil cutting of the termination of right part is become to recessed trapezoidal, two driving shafts two of left end drive respectively the triangular knife on two driving shafts two of left end to rotate in rotation, what the driving shaft three of left end drove left end in rotation stirs cutter two rotations, two triangular knifes of left end and stir cutter two, in rotation, the soil cutting of the termination of left part is become to recessed trapezoidal, the soil body machining away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, creep into bar and compress into process downwards and form two ends, a left and right respectively with recessed trapezoidal rectangular opening, in this rectangular opening casting concrete, form concrete rectangular stake.
Octagon stake pile-formation machine comprises 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 ends are provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24; A power transmission shaft 25 is exported respectively in the left end of gearbox, right-hand member, front end, rear end, and a tulwar 26 is fixed respectively in the outer end of each power transmission shaft.
The specific works mode of octagon stake pile-formation machine is as follows: when work, grouting pump is to drill bit two grout injections, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, and drill bit two stirs the soil cutting of drill bit two lower ends and cement mortar in rotary course; Gearbox drives respectively the power transmission shaft of left end, right-hand member, front end, rear end to drive respectively the rotation of tulwar in operation process, and the circle cutting that four tulwars form drill bit two in rotary course stirs into octagon with cement mortar; Drilling rod two forms the stake of soil cement octagon in the process of compressing into.
The protruding trapezoidal of the recessed trapezoidal and place, every limit of octagon at two ends, two rectangular pile left and right coincide.
The working method that broken line piling wall is manufactured in rectangular pile pile-formation machine and the associated working of octagon stake pile-formation machine is as follows: in the original position that needs pile axis, manufacture first soil cement octagon stake according to the working method of above-mentioned octagon stake pile-formation machine with octagon stake pile-formation machine, distance at the rectangular pile in the right lateral side interval of first octagon stake is manufactured the stake of second soil cement octagon, distance at the rectangular pile in the forward right side interval of second octagon stake is manufactured the 3rd soil cement octagon stake, distance at the rectangular pile in the right lateral side interval of the 3rd octagon stake is manufactured the 4th soil cement octagon stake, so manufacture the soil cement octagon stake of the rectangular pile distance in multiple intervals, when the soil cement intensity of the octagon stake on both sides reaches a timing, again in the distance between every two adjacent octagon stakes, 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 trapezoidal octagon stake that is fit to rectangular pile two ends that makes each rectangular pile two ends protruding trapezoidal, so form the piling wall of the mutual broken line socket connection of concrete rectangular stake between the stake of multiple soil cement octagon and every two octagon stakes, for gear soil, the antiseep of building foundation.
Claims (2)
1. octagon stake is pegged graft into a wall equipment with rectangular pile, comprises rectangular pile pile-formation machine and octagon stake pile-formation machine, it is characterized in that:
The concrete structure of rectangular pile pile-formation machine comprises: creep into bar (1) lower end and be fixed on motor one (2) upper end, driving box three (3) upper ends are 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 driving box 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 driving box two (5); The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod one (12), and the lower end of each drilling rod one is respectively equipped with a drill bit one (13); Between driving box three and driving box one, be respectively equipped with a driving shaft one (8) between driving box three and driving box two, a linking arm (16) is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter one (9); A driving shaft two (14) 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 triangular knife (15); A driving shaft two (14) 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 triangular knife (15); A driving shaft three (17) of right-hand member output of driving box two, the right-hand member of this driving shaft three is fixed one and is stirred cutter two (18), a driving shaft three (17) of left end output of driving box one, the left end of this driving shaft three is fixed one and is stirred cutter two (18);
The specific works mode of rectangular pile pile-formation machine: when the work of rectangular pile pile-formation machine, grouting pump injects respectively water under high pressure to each drill bit one, motor one 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, 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, and driving box two drives driving shaft three rotations of right-hand member simultaneously, the on-stream driving shaft two of left back and the driving shaft two of left front of driving respectively of driving box one is relative to synchronously rotating, and driving box one drives driving shaft three rotations of left end simultaneously, driving box one, driving box two, driving box three drive drill bit one rotation by the drilling rod one of its lower end respectively, three drill bits one in rotation by the soil cutting of its lower end, two driving shafts one drive respectively two linking arms drives on each driving shaft one to stir cutter one around driving shaft one rotation in rotation, stir cutter one in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn soil cutting of drill bit one, two driving shafts two of right-hand member drive respectively the triangular knife on two driving shafts two of right-hand member to rotate in rotation, what the driving shaft three of right-hand member drove right-hand member in rotation stirs cutter two rotations, two triangular knifes of right-hand member and stir cutter two, in rotation, the soil cutting of the termination of right part is become to recessed trapezoidal, two driving shafts two of left end drive respectively the triangular knife on two driving shafts two of left end to rotate in rotation, what the driving shaft three of left end drove left end in rotation stirs cutter two rotations, two triangular knifes of left end and stir cutter two, in rotation, the soil cutting of the termination of left part is become to recessed trapezoidal, the soil body machining away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, creep into bar and compress into process downwards and form two ends, a left and right respectively with recessed trapezoidal rectangular opening, in this rectangular opening casting concrete, form concrete rectangular stake,
The concrete structure of octagon stake pile-formation machine comprises: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and motor two lower ends are provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24; A power transmission shaft 25 is exported respectively in the left end of gearbox, right-hand member, front end, rear end, and a tulwar 26 is fixed respectively in the outer end of each power transmission shaft;
The specific works mode of octagon stake pile-formation machine is: when work, grouting pump is to drill bit two grout injections, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, and drill bit two stirs the soil cutting of drill bit two lower ends and cement mortar in rotary course; Gearbox drives respectively the power transmission shaft of left end, right-hand member, front end, rear end to drive respectively the rotation of tulwar in operation process, and the circle cutting that four tulwars form drill bit two in rotary course stirs into octagon with cement mortar; Drilling rod two forms the stake of soil cement octagon in the process of compressing into;
The working method of broken line piling wall is manufactured in rectangular pile pile-formation machine and the associated working of octagon stake pile-formation machine: in the original position that needs pile axis, manufacture first soil cement octagon stake according to the working method of above-mentioned octagon stake pile-formation machine with octagon stake pile-formation machine, distance at the rectangular pile in the right lateral side interval of first octagon stake is manufactured the stake of second soil cement octagon, distance at the rectangular pile in the forward right side interval of second octagon stake is manufactured the 3rd soil cement octagon stake, distance at the rectangular pile in the right lateral side interval of the 3rd octagon stake is manufactured the 4th soil cement octagon stake, so manufacture the soil cement octagon stake of the rectangular pile distance in multiple intervals, when the soil cement intensity of the octagon stake on both sides reaches a timing, again in the distance between every two adjacent octagon stakes, 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 trapezoidal octagon stake that is fit to rectangular pile two ends that makes each rectangular pile two ends protruding trapezoidal, so form the piling wall of the mutual broken line socket connection of concrete rectangular stake between the stake of multiple soil cement octagon and every two octagon stakes, for gear soil, the antiseep of building foundation.
2. octagon stake according to claim 1 is pegged graft into wall equipment with rectangular pile, it is characterized in that: the protruding trapezoidal of the recessed trapezoidal and place, every limit of octagon at two ends, two rectangular pile left and right coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610123500.3A CN105604045A (en) | 2016-03-06 | 2016-03-06 | Equipment for wall forming by insertion connection of regular octagonal piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610123500.3A CN105604045A (en) | 2016-03-06 | 2016-03-06 | Equipment for wall forming by insertion connection of regular octagonal piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105604045A true CN105604045A (en) | 2016-05-25 |
Family
ID=55984352
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610123500.3A Pending CN105604045A (en) | 2016-03-06 | 2016-03-06 | Equipment for wall forming by insertion connection of regular octagonal piles and rectangular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105604045A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672298A (en) * | 2016-03-06 | 2016-06-15 | 陈兆英 | Y-shaped engagement wall forming equipment for octagonal piles and rectangular piles |
| CN105672299A (en) * | 2016-03-06 | 2016-06-15 | 陈兆英 | Locking wall forming equipment for octagonal piles and rectangular piles |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011046748A1 (en) * | 2009-10-15 | 2011-04-21 | Ben Stroyer | Auger grouted displacement pile |
| 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 |
| CN204125937U (en) * | 2014-03-26 | 2015-01-28 | 高伯明 | Integrated transmission device and apply the mixing pile machine of this device |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
| CN105672299A (en) * | 2016-03-06 | 2016-06-15 | 陈兆英 | Locking wall forming equipment for octagonal piles and rectangular piles |
| CN105804640A (en) * | 2016-03-06 | 2016-07-27 | 陈兆英 | Regular octagonal pile and rectangular pile inserted buckling type wall forming equipment |
| CN105804639A (en) * | 2016-03-06 | 2016-07-27 | 陈兆英 | Regular octagonal pile and rectangular pile inserted combination type wall forming equipment |
-
2016
- 2016-03-06 CN CN201610123500.3A patent/CN105604045A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011046748A1 (en) * | 2009-10-15 | 2011-04-21 | Ben Stroyer | Auger grouted displacement pile |
| 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 |
| CN204125937U (en) * | 2014-03-26 | 2015-01-28 | 高伯明 | Integrated transmission device and apply the mixing pile machine of this device |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
| CN105672299A (en) * | 2016-03-06 | 2016-06-15 | 陈兆英 | Locking wall forming equipment for octagonal piles and rectangular piles |
| CN105804640A (en) * | 2016-03-06 | 2016-07-27 | 陈兆英 | Regular octagonal pile and rectangular pile inserted buckling type wall forming equipment |
| CN105804639A (en) * | 2016-03-06 | 2016-07-27 | 陈兆英 | Regular octagonal pile and rectangular pile inserted combination type wall forming equipment |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672298A (en) * | 2016-03-06 | 2016-06-15 | 陈兆英 | Y-shaped engagement wall forming equipment for octagonal piles and rectangular piles |
| CN105672299A (en) * | 2016-03-06 | 2016-06-15 | 陈兆英 | Locking wall forming equipment for octagonal piles and rectangular piles |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105586943A (en) | Locking device for regular-hexagon piles and rectangular piles | |
| CN105507264A (en) | Trapezoidal buckling equipment with cross piles and rectangular piles | |
| CN105586953A (en) | Device for forming wall by connecting triangular piles and rectangular piles | |
| CN105586956A (en) | Device for forming wall by locking triangular piles and rectangular piles | |
| CN105586955A (en) | Device for forming wall by inserting triangular piles and rectangular piles | |
| CN105604024A (en) | Arc locking Y-shaped pile production equipment | |
| CN105804063A (en) | Triangular pile and rectangular pile V-shaped insertion wall forming equipment | |
| CN105586886A (en) | Device for manufacturing arc buckling Y-shaped piles | |
| CN105586883A (en) | Arc-shaped locked Y-shaped pile manufacturing equipment | |
| CN105604011A (en) | Arc locking pile wall production equipment | |
| CN105604051A (en) | Equipment for cross-shaped locking of regular octagonal piles and rectangular piles | |
| CN105604043A (en) | Equipment for wall forming by Y-shaped joint of regular octagonal piles and rectangular piles | |
| CN105586888A (en) | Device for manufacturing arc buckling trapezoid combined piles | |
| CN105586887A (en) | Device for manufacturing arc inserting and connecting X-shaped piles | |
| CN105586907A (en) | Circular-arc counterbored trapezoidal composite pile manufacturing device | |
| CN105604049A (en) | Equipment for cross-shaped insertion connection of regular octagonal piles and rectangular piles | |
| CN105604046A (en) | Equipment for T-shaped inserting and fastening of regular octagonal piles and rectangular piles | |
| CN105604023A (en) | Arc plug-connection trapezoidal composite pile production equipment | |
| CN105625398A (en) | Manufacturing equipment for circular-arc inserting-buckling T-shaped piles | |
| CN105625409A (en) | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles | |
| CN105604050A (en) | Equipment for cross-shaped locking of regular octagonal piles and rectangular piles | |
| CN105604047A (en) | Equipment for T-shaped locking of regular octagonal piles and rectangular piles | |
| CN105604048A (en) | Equipment for T-shaped locking of regular octagonal piles and rectangular piles | |
| CN105604044A (en) | Device for wall forming by Y-shaped locking of regular octagonal piles and rectangular piles | |
| CN105604040A (en) | Trapezoidal inserting-buckle T-shaped pile manufacturing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160525 |
|
| RJ01 | Rejection of invention patent application after publication |