CN105714791A - T pile and rectangular pile circular-arc inserting and buckling equipment - Google Patents
T pile and rectangular pile circular-arc inserting and buckling equipment Download PDFInfo
- Publication number
- CN105714791A CN105714791A CN201610088869.5A CN201610088869A CN105714791A CN 105714791 A CN105714791 A CN 105714791A CN 201610088869 A CN201610088869 A CN 201610088869A CN 105714791 A CN105714791 A CN 105714791A
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- Prior art keywords
- headstock
- pile
- eye
- splice
- stake
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
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- E—FIXED CONSTRUCTIONS
- 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
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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
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
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- 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
- E02D2200/1628—Shapes rectangular
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
Abstract
T pile and rectangular pile circular-arc inserting and buckling equipment comprises a T pile forming machine and a rectangular pile forming machine, and inserting and buckling piles are manufactured, wherein according to the inserting and buckling piles, every two adjacent concrete T inserting and buckling piles and a concrete rectangular inserting and buckling pile between every two adjacent concrete T inserting and buckling piles are in circular-arc inserting and buckling connecting and latticed distribution. When concrete of the rectangular inserting and buckling piles and concrete of the T inserting and buckling piles reach certain strength, soil in space defined by the T inserting and buckling piles and the rectangular inserting and buckling piles is subject to vacuum absorption densification, and accordingly a dense composite foundation is formed, wherein each section of the space is in a quadrangular shape.
Description
Technical field
The present invention relates to the T stake and rectangular pile circular arc eye-splice equipment that use in a kind of circular arc eye-splice equipment, particularly a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, is not the pile body of T-shaped concrete-pile and the mutual eye-splice of rectangular concrete pile, distributed in grid.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of T stake that can manufacture T-shaped concrete pile body and the mutual circular arc eye-splice of Rectangular Concrete pile body and rectangular pile circular arc eye-splice equipment.
The present invention is achieved through the following technical solutions:
A kind of T stake and rectangular pile circular arc eye-splice equipment, including T stake pile-formation machine and rectangular pile pile-formation machine.
T stake pile-formation machine includes following structure: the centre of cross bar one, thus one T steel structure of composition are fixed in the front end of cross bar two, and the center of gravity of T steel structure is fixed in the lower end of support bar one;The middle lower end of cross bar one is fixed with column three, the lower end of column three is fixed with motor one, the lower end of motor one is fixed with headstock three, the left end bottom of cross bar one is fixed with column one, the lower end of column one is fixed with headstock one, and the right-hand member bottom of cross bar one is fixed with column two, and the lower end of column two is fixed with headstock two, the rear end lower of cross bar two is fixed with column four, and the lower end of column four is fixed with headstock four;Headstock one, headstock two, headstock three, headstock four lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is respectively equipped with a drill bit;A line shaft one it is respectively equipped with between headstock three and headstock one, between headstock three and headstock two, between headstock three and headstock four, a link arm is fixed on the middle both sides of every line shaft one respectively, and the outer end of each link arm fixes a mixing arm respectively;Left end one line shaft two of output of headstock one, the left end of this line shaft two fixes a dome cutter, right-hand member one line shaft two of output of headstock two, the right-hand member of this line shaft two fixes a dome cutter, one line shaft two of rear end output of headstock four, a dome cutter is fixed in the rear end of this line shaft two.
Rectangular pile pile-formation machine includes following structure: motor two upper end is fixed in support bar two lower end, and driver three upper end is fixed in motor two lower end;Support bar two bottom left end is 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 driver one, and support bar two bottom right-hand member 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 driver two;Driver one, driver two, driver three lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is respectively equipped with a drill bit;Being respectively equipped with one between driver three and driver one, between driver three and driver two and drive axle one, a linking arm is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter respectively;The right back of driver two and right front export one respectively and drive axle two, and the right-hand member of this each driving axle two fixes a recessed dise knife respectively;The left back of driver one and left front export one respectively and drive axle two, and the left end of this each driving axle two fixes a recessed dise knife respectively.
The present invention has following feature:
The present invention can manufacture the pile body of concrete T-shaped eye-splice stake and the mutual circular arc eye-splice of concrete rectangular eye-splice stake, distributed in grid, for the consolidation process of soft damage.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of T stake pile-formation machine;
Fig. 2 is the A A direction view of Fig. 1;
Fig. 3 is the B B view of Fig. 1;
Fig. 4 is the C C direction view of Fig. 1;
Fig. 5 is the structural representation of rectangular pile pile-formation machine;
Fig. 6 is the D D view of Fig. 5;
Fig. 7 is the cross-sectional view of T stake and rectangular pile circular arc eye-splice, the pile body of distributed in grid.
In figure: 1, support bar one, 2, motor one, 3, headstock three, 4, headstock one, 5, headstock two, 6, cross bar one, 7, column three, 8, line shaft one, 9, mixing arm, 10, column one, 11, column two, 12, drilling rod, 13, drill bit, 14, line shaft two, 15, dome cutter, 16, link arm, 17, cross bar two, 18, column four, 19, headstock four, 21, recessed dise knife;31, support bar two, 32, motor two, 33, driver three, 34, driver one, 35, driver two, 36, transverse arm one, 37, transverse arm two, 38, drive axle one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, drive axle two, 46, linking arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes T stake pile-formation machine and rectangular pile pile-formation machine.
T stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4;Concrete structure is as follows: the centre of cross bar 1, thus one T steel structure of composition are fixed in the front end of cross bar 2 17, and the center of gravity of T steel structure is fixed in the lower end of support bar 1;The middle lower end of cross bar one is fixed with column 37, the lower end of column three is fixed with motor 1, the lower end of motor one is fixed with headstock 33, the left end bottom of cross bar one is fixed with column 1, the lower end of column one is fixed with headstock 1, and the right-hand member bottom of cross bar one is fixed with column 2 11, and the lower end of column two is fixed with headstock 25, the rear end lower of cross bar two is fixed with column 4 18, and the lower end of column four is fixed with headstock 4 19;Headstock one, headstock two, headstock three, headstock four lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 13;A line shaft 1 it is respectively equipped with between headstock three and headstock one, between headstock three and headstock two, between headstock three and headstock four, a link arm 16 is fixed on the middle both sides of every line shaft one respectively, and the outer end of each link arm fixes a mixing arm 9 respectively;Left end one line shaft 2 14 of output of headstock one, the left end of this line shaft two fixes a dome cutter 15, right-hand member one line shaft 2 14 of output of headstock two, the right-hand member of this line shaft two fixes a dome cutter 15, one line shaft 2 14 of rear end output of headstock four, a dome cutter 15 is fixed in the rear end of this line shaft two.
Mixing arm on three line shafts one differs certain angle in rotation, is independent of each other mutually in rotation.
The specific works mode of T stake pile-formation machine is as follows: during work, each drill bit is irrigated water under high pressure by grouting pump respectively, motor one drives headstock three operating, headstock three drives headstock one, headstock two, headstock four to operate respectively through the rotation of three line shafts one left and right, rear in operation process, headstock one drives line shaft two rotation of its left end in operation process, and headstock two drives line shaft two rotation of its right-hand member in operation process;Headstock four drives line shaft two rotation of its rear end in operation process;Headstock one, headstock two, headstock three, headstock four drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut by four drill bits in rotation;Three line shafts one drive two link arms on each line shaft one to drive mixing arm around line shaft one rotation respectively in rotation, and unhewn for drill bit between two common tangents of each two drill bit cylindrical earth is cut by mixing arm in rotation process;The line shaft two of right-hand member drives the dome swivel of right-hand member to move in rotation, the soil cutting of the termination of right part is become dome arc termination by the dome cutter of right-hand member in rotation, the line shaft two of left end drives the dome swivel of left end to move in rotation, the soil cutting of the termination of left part is become dome arc termination by the dome cutter of left end in rotation, the line shaft two of rear end drives the dome swivel of rear end to move in rotation, and the soil cutting of the termination at rear portion is become dome arc termination by the dome cutter of rear end in rotation;The soil body machined away is mixed in mud, and mud flows out from hole, and support bar one is pressed in process downwards and forms three directions left and right, rear is respectively provided with the T-shaped hole of dome arc termination, casting concrete, formation concrete T-shaped eye-splice stake in this T-shaped hole.
Rectangular pile pile-formation machine includes the structure in Fig. 5, Fig. 6;Concrete structure is as follows: motor 2 32 upper end is fixed in support bar 2 31 lower end, and driver 3 33 upper end is fixed in motor two lower end;Support bar two bottom left end is 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 driver 1, support bar two bottom right-hand member is 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 driver 2 35;Driver one, driver two, driver three lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 13;Being respectively equipped with one between driver three and driver one, between driver three and driver two and drive axle 1, a linking arm 46 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively;The right back of driver two and right front export one respectively and drive axle 2 44, and the right-hand member of this each driving axle two fixes a recessed dise knife 21 respectively;The left back of driver one and left front export one respectively and drive axle 2 44, and the left end of this each driving axle two fixes a recessed dise knife 21 respectively.
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, during work, each drill bit is injected separately into water under high pressure by high-pressure pump, motor two drives driver three operating, driver three drives driver one, driver two to operate by the rotation of driving axle one in operation process, driver two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process, and driver one drives driving axle two synchronous axial system relative to the driving axle two of left front of left back respectively in operation process;Driver one, driver two, driver three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut by three drill bits in rotation;Two drive axle one to drive two linking arms on each driving axle one to drive stirring cutter around driving axle one rotation in rotation respectively, stir cutter to be cut by unhewn for drill bit between two common tangents of each two drill bit cylindrical earth in rotation process, two of right-hand member drive axle two to drive two recessed dise knifes of right-hand member to rotate in rotation respectively, the soil cutting of the termination of right part is become concave arc termination by these two recessed dise knifes in rotation, two of left end drive axle two to drive two recessed dise knifes of left end to rotate in rotation respectively, the soil cutting of the termination of left part is become concave arc termination by these two recessed dise knifes in rotation;The soil body machined away is mixed in mud, and mud flows out from hole, and support bar two is pressed in process downwards and forms about one two ends is respectively provided with the rectangular opening of concave arc termination, casting concrete, formation concrete rectangular eye-splice stake in this rectangular opening.
The dome arc termination in T-shaped eye-splice stake three directions left and right, rear is identical with the concave arc termination at rectangle eye-splice stake two ends.
It is as follows with the pile body process of rectangle eye-splice stake mutual circular arc eye-splice, distributed in grid that T stake pile-formation machine and rectangular pile pile-formation machine manufacture T-shaped eye-splice stake: in the position processed that needs reinforcement, longitudinally manufacture multiple rows of concrete T-shaped eye-splice stake with T stake pile-formation machine according to the working method of above-mentioned T stake pile-formation machine, make two one rectangle eye-splice stakes in T-shaped eye-splice stake interval adjacent before and after in every row distance, make about the T pommel of two T-shaped eye-splice stakes adjacent before and after in every row reverse each other;The distance of one the rectangle eye-splice stake in T-shaped eye-splice stake interval relative about each two T pommel in two adjacent rows;In often arranging, the concrete strength of two T-shaped eye-splice stakes that front and back are adjacent reaches a timing, in the spacing between these two T-shaped eye-splice stakes, manufactures a concrete rectangular eye-splice stake with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine;The concrete strength of T-shaped eye-splice stake relative about each two T pommel in two adjacent rows reaches a timing, in the spacing between these two T-shaped eye-splice stakes, manufactures a concrete rectangular eye-splice stake with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine;The recessed rounded head making the rectangle eye-splice stake between each two T-shaped eye-splice stake is fit to the dome termination of T-shaped eye-splice stake, the concrete T-shaped eye-splice stake that so manufacture each two is adjacent is connected with the mutual circular arc eye-splice of concrete rectangular eye-splice stake between, the eye-splice stake of distributed in grid, when the concrete of rectangle eye-splice pile concrete Yu T-shaped eye-splice stake all reaches some strength, it is closely knit that soil body space that each cross section be tetragon in defined to T-shaped eye-splice stake and rectangle eye-splice stake carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
Claims (3)
1. T stake and a rectangular pile circular arc eye-splice equipment, including T stake pile-formation machine and rectangular pile pile-formation machine;It is characterized in that:
The concrete structure of T stake pile-formation machine includes: the centre of cross bar one (6), thus one T steel structure of composition are fixed in the front end of cross bar two (17), and the center of gravity of T steel structure is fixed in the lower end of support bar one (1);The middle lower end of cross bar one is fixed with column three (7), the lower end of column three is fixed with motor one (2), the lower end of motor one is fixed with headstock three (3), the left end bottom of cross bar one is fixed with column one (10), the lower end of column one is fixed with headstock one (4), and the right-hand member bottom of cross bar one is fixed with column two (11), and the lower end of column two is fixed with headstock two (5), the rear end lower of cross bar two is fixed with column four (18), and the lower end of column four is fixed with headstock four (19);Headstock one, headstock two, headstock three, headstock four lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is respectively equipped with a drill bit (13);A line shaft one (8) it is respectively equipped with between headstock three and headstock one, between headstock three and headstock two, between headstock three and headstock four, a link arm (16) is fixed on the middle both sides of every line shaft one respectively, and the outer end of each link arm fixes a mixing arm (9) respectively;Left end one line shaft two (14) of output of headstock one, the left end of this line shaft two fixes a dome cutter (15), right-hand member one line shaft two (14) of output of headstock two, the right-hand member of this line shaft two fixes a dome cutter (15), one line shaft two (14) of rear end output of headstock four, a dome cutter (15) is fixed in the rear end of this line shaft two;
The specific works mode of T stake pile-formation machine: during work, each drill bit is irrigated water under high pressure by grouting pump respectively, motor one drives headstock three operating, headstock three drives headstock one, headstock two, headstock four to operate respectively through the rotation of three line shafts one left and right, rear in operation process, headstock one drives line shaft two rotation of its left end in operation process, and headstock two drives line shaft two rotation of its right-hand member in operation process;Headstock four drives line shaft two rotation of its rear end in operation process;Headstock one, headstock two, headstock three, headstock four drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut by four drill bits in rotation;Three line shafts one drive two link arms on each line shaft one to drive mixing arm around line shaft one rotation respectively in rotation, and unhewn for drill bit between two common tangents of each two drill bit cylindrical earth is cut by mixing arm in rotation process;The line shaft two of right-hand member drives the dome swivel of right-hand member to move in rotation, the soil cutting of the termination of right part is become dome arc termination by the dome cutter of right-hand member in rotation, the line shaft two of left end drives the dome swivel of left end to move in rotation, the soil cutting of the termination of left part is become dome arc termination by the dome cutter of left end in rotation, the line shaft two of rear end drives the dome swivel of rear end to move in rotation, and the soil cutting of the termination at rear portion is become dome arc termination by the dome cutter of rear end in rotation;The soil body machined away is mixed in mud, and mud flows out from hole, and support bar one is pressed in process downwards and forms three directions left and right, rear is respectively provided with the T-shaped hole of dome arc termination, casting concrete, formation concrete T-shaped eye-splice stake in this T-shaped hole;
The concrete structure of rectangular pile pile-formation machine: motor two (32) upper end is fixed in support bar two (31) lower end, driver three (33) upper end is fixed in motor two lower end;Support bar two bottom left end is 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 driver one (34), support bar two bottom right-hand member is 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 driver two (35);Driver one, driver two, driver three lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is respectively equipped with a drill bit (13);It is respectively equipped with one between driver three and driver one, between driver three and driver two and drives axle one (38), a linking arm (46) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter (39) respectively;The right back of driver two and right front export one respectively and drive axle two (44), and the right-hand member of this each driving axle two fixes a recessed dise knife (21) respectively;The left back of driver one and left front export one respectively and drive axle 2 44, and the left end of this each driving axle two fixes a recessed dise knife (21) respectively;
The specific works mode of rectangular pile pile-formation machine: during the work of rectangular pile pile-formation machine, each drill bit is injected separately into water under high pressure by high-pressure pump, motor two drives driver three operating, driver three drives driver one, driver two to operate by the rotation of driving axle one in operation process, driver two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process, and driver one drives driving axle two synchronous axial system relative to the driving axle two of left front of left back respectively in operation process;Driver one, driver two, driver three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut by three drill bits in rotation;Two drive axle one to drive two linking arms on each driving axle one to drive stirring cutter around driving axle one rotation in rotation respectively, stir cutter to be cut by unhewn for drill bit between two common tangents of each two drill bit cylindrical earth in rotation process, two of right-hand member drive axle two to drive two recessed dise knifes of right-hand member to rotate in rotation respectively, the soil cutting of the termination of right part is become concave arc termination by these two recessed dise knifes in rotation, two of left end drive axle two to drive two recessed dise knifes of left end to rotate in rotation respectively, the soil cutting of the termination of left part is become concave arc termination by these two recessed dise knifes in rotation;The soil body machined away is mixed in mud, and mud flows out from hole, and support bar two is pressed in process downwards and forms about one two ends is respectively provided with the rectangular opening of concave arc termination, casting concrete, formation concrete rectangular eye-splice stake in this rectangular opening;
T stake pile-formation machine manufactures the pile body process of T-shaped eye-splice stake and the mutual circular arc eye-splice of rectangle eye-splice stake, distributed in grid with rectangular pile pile-formation machine: in the position processed that needs reinforcement, longitudinally manufacture multiple rows of concrete T-shaped eye-splice stake with T stake pile-formation machine according to the working method of above-mentioned T stake pile-formation machine, make two one rectangle eye-splice stakes in T-shaped eye-splice stake interval adjacent before and after in every row distance, make about the T pommel of two T-shaped eye-splice stakes adjacent before and after in every row reverse each other;The distance of one the rectangle eye-splice stake in T-shaped eye-splice stake interval relative about each two T pommel in two adjacent rows;In often arranging, the concrete strength of two T-shaped eye-splice stakes that front and back are adjacent reaches a timing, in the spacing between these two T-shaped eye-splice stakes, manufactures a concrete rectangular eye-splice stake with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine;The concrete strength of T-shaped eye-splice stake relative about each two T pommel in two adjacent rows reaches a timing, in the spacing between these two T-shaped eye-splice stakes, manufactures a concrete rectangular eye-splice stake with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine;The recessed rounded head making the rectangle eye-splice stake between each two T-shaped eye-splice stake is fit to the dome termination of T-shaped eye-splice stake, the concrete T-shaped eye-splice stake that so manufacture each two is adjacent is connected with the mutual circular arc eye-splice of concrete rectangular eye-splice stake between, the eye-splice stake of distributed in grid, when the concrete of rectangle eye-splice pile concrete Yu T-shaped eye-splice stake all reaches some strength, it is closely knit that soil body space that each cross section be tetragon in defined to T-shaped eye-splice stake and rectangle eye-splice stake carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
2. T stake according to claim 1 and rectangular pile circular arc eye-splice equipment, it is characterised in that: the mixing arm on three line shafts one of T stake pile-formation machine differs certain angle in rotation, is independent of each other mutually in rotation.
3. T stake according to claim 1 and rectangular pile circular arc eye-splice equipment, it is characterised in that: the dome arc termination at T-shaped eye-splice stake two ends is identical with the concave arc termination at rectangle eye-splice stake two ends.
Priority Applications (1)
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CN201610088869.5A CN105714791A (en) | 2016-02-18 | 2016-02-18 | T pile and rectangular pile circular-arc inserting and buckling equipment |
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CN201610088869.5A CN105714791A (en) | 2016-02-18 | 2016-02-18 | T pile and rectangular pile circular-arc inserting and buckling equipment |
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CN105714791A true CN105714791A (en) | 2016-06-29 |
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CN201610088869.5A Withdrawn CN105714791A (en) | 2016-02-18 | 2016-02-18 | T pile and rectangular pile circular-arc inserting and buckling equipment |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105586884A (en) * | 2016-02-18 | 2016-05-18 | 韩希鹏 | Arc-shaped locking equipment for T-shaped piles and rectangular piles |
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2016
- 2016-02-18 CN CN201610088869.5A patent/CN105714791A/en not_active Withdrawn
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105586884A (en) * | 2016-02-18 | 2016-05-18 | 韩希鹏 | Arc-shaped locking equipment for T-shaped piles and rectangular piles |
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