CN105672304A - Inserting equipment for triangular piles and T-shaped piles - Google Patents
Inserting equipment for triangular piles and T-shaped piles Download PDFInfo
- Publication number
- CN105672304A CN105672304A CN201610139057.9A CN201610139057A CN105672304A CN 105672304 A CN105672304 A CN 105672304A CN 201610139057 A CN201610139057 A CN 201610139057A CN 105672304 A CN105672304 A CN 105672304A
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- China
- Prior art keywords
- pile
- headstock
- triangular
- stake
- fixed
- 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.)
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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
- 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 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
- 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
Abstract
The invention discloses inserting equipment for triangular piles and T-shaped piles. The inserting equipment comprises a pile forming machine for T-shaped piles and a pile forming machine for triangular piles. A pile body, wherea plurality of concrete T-shaped piles and a plurality of cemented soil triangular piles are in mutual V-shaped inserting and honeycomb-shaped distribution, is manufactured; and when concrete of the T-shaped piles and cemented soil of the triangular piles reach certain strength, vacuum water-absorption compaction is carried out on a soil body in a space with each cross section being hexagonal, so that a compact composite foundation is formed, wherein the space is defined by the triangular piles and the T-shaped piles.
Description
Technical field
The present invention relates to a kind of pile body and plug together equipment, the triangular pile of the piling wall that the manufacture particularly used in a kind of foundation engineering plugs together mutually and T stake plug together equipment.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, the cement-soil pile being presently used for the consolidation process of weak base foundation is all formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of T stake and mutual V-arrangement of triangular pile of manufacturing plugs together the triangular pile forming piling wall and plug together equipment with T stake.
The present invention is achieved through the following technical solutions:
A kind of triangular pile plugs together equipment with T stake, including T stake pile-formation machine and triangular 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 one; It is respectively equipped with one between headstock three and headstock one, between headstock three and headstock two, between headstock three and headstock four and drives axle one, a link arm is fixed on every middle both sides driving axle one respectively, and the outer end of each link arm fixes a mixing arm respectively; The right back of headstock two and right front export one respectively and drive axle two, and each driving axle two right-hand member fixes a triangular knife one respectively; The left back of headstock one and left front export one respectively and drive axle two, and this each driving axle two left end fixes a triangular knife one respectively.
Triangular pile pile-formation machine includes following structure: the upper end of the lower end fixed motor two of support bar two, and motor two lower end is provided with change speed gear box, and the output shaft of change speed gear box lower end is fixed with drill bit two; Change speed gear box to left front portion, right front portion, rear portion export a line shaft respectively, the outer end of each line shaft fixes a triangular knife two respectively.
The present invention has following feature:
The present invention can manufacture multiple concrete T stake and multiple mutual V-arrangements of soil cement triangular pile plug together, the pile body of cellular distribution;It is closely knit that the defined each cross section of diabolo stake and T stake is that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of T stake pile-formation machine;
Fig. 2 is the rearview of T stake pile-formation machine;
Fig. 3 is the A A direction view of Fig. 1;
Fig. 4 is the B B view of Fig. 1;
Fig. 5 is the structural representation of triangular pile pile-formation machine;
Fig. 6 is the D D view of Fig. 5;
Fig. 7 is the cross-sectional view that T stake plugs together the piling wall of formation with the mutual V-arrangement of triangular pile.
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, axle one is driven, 9, mixing arm, 10, column one, 11, column two, 12, drilling rod, 13, drill bit one, 14, drive axle two, 15, triangular knife one, 16, link arm, 17, cross bar two, 18, column four, 19, headstock four; 21, support bar two, 22, motor two, 23, change speed gear box, 24, drill bit two, 25, line shaft, 26, triangular knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes T stake pile-formation machine and triangular 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 1; It is respectively equipped with one between headstock three and headstock one, between headstock three and headstock two, between headstock three and headstock four and drives axle 1, a link arm 16 is fixed on every middle both sides driving axle one respectively, and the outer end of each link arm fixes a mixing arm 9 respectively; The right back of headstock two and right front export one respectively and drive axle 2 14, and this each driving axle two right-hand member fixes a triangular knife 1 respectively; The left back of headstock one and left front export one respectively and drive axle 2 14, and this each driving axle two left end fixes a triangular knife 1 respectively.
Three mixing arms driven on axle one differ certain angle in rotation, are 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 one 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 left and right, rear three rotations driving axle one in operation process, headstock two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process, and headstock one drives driving axle two synchronous axial system relative to the driving axle two of left front of left back respectively in operation process;Headstock one, headstock two, headstock three, headstock four drive drill bit one to rotate respectively through the drilling rod of its lower end, four drill bits one in rotation by the soil cutting of its lower end; Three drive axles one to drive two link arms on each driving axle one to drive mixing arms around driving axle one rotation in rotation respectively, mixing arm in rotation process by the unhewn soil cutting of drill bit one between two common tangents of each two drill bit one cylindrical; Two of right-hand member drive axle two to drive triangular knife one rotation on the driving axle two of right-hand member in rotation respectively, the soil cutting of the termination of right part is become recessed V-arrangement termination by the triangular knife one of right-hand member in rotation, two of left end drive axle two to drive triangular knife one rotation on the driving axle two of left end in rotation respectively, and the soil cutting of the termination of left part is become recessed V-arrangement termination by the triangular knife one of left end in rotation; The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and support bar one is pressed in process downwards and forms about one two ends is respectively provided with the T hole of recessed V-arrangement termination, casting concrete, formation concrete T stake in this T hole.
Triangular pile pile-formation machine includes the structure in Fig. 3, Fig. 4; Concrete structure is as follows: the upper end of the lower end fixed motor 2 22 of support bar 2 21, and motor two lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24; Change speed gear box to left front portion, right front portion, rear portion export a line shaft 25 respectively, the outer end of each line shaft fixes a triangular knife 2 26 respectively.
The specific works mode of triangular pile pile-formation machine is as follows: during work, grouting pump is to drill bit two grout injection, motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit lower end is stirred with cement mortar by drill bit two in rotary course; Change speed gear box drive respectively in operation process left front portion, right front portion, rear portion line shaft drive the rotation of a triangular knife two respectively, three triangular knifes two in rotary course by the soil cutting at three angles and Soil-cement; Support bar two forms soil cement triangular pile in being pressed into process.
The convex V-arrangement at three angles of triangular pile is identical with the recessed V-arrangement at two ends, T stake left and right.
T stake pile-formation machine and triangular pile pile-formation machine associated working manufacture V-arrangement and plug together, the working method of the pile body of cellular distribution is as follows: in the position needing pile, a soil cement triangular pile is manufactured according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine, the distance of a T stake it is respectively separated in the direction at three angles of this soil cement triangular pile, manufacture a soil cement triangular pile respectively, the distance of a T stake it is respectively separated in the direction at three angles of each soil cement triangular pile, manufacture a soil cement triangular pile respectively, when the soil cement intensity of triangular pile reaches a timing, a concrete T stake is manufactured with T stake pile-formation machine respectively according to the working method of above-mentioned T stake pile-formation machine again between the soil cement triangular pile that each two is adjacent, the recessed V-arrangement making each concrete T stake two ends is fit to the convex V-arrangement of the soil cement triangular pile at these T stake two ends respectively, it is thusly-formed multiple concrete T stake to plug together with multiple mutual V-arrangements of soil cement triangular pile, the pile body of cellular distribution, when the concrete of T stake and the soil cement of triangular pile all reach some strength, it is closely knit that the diabolo stake each cross section defined with T stake is that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
Claims (3)
1. triangular pile and T stake plug together an equipment, including T stake pile-formation machine and triangular pile pile-formation machine, it is characterised 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 one (13); It is respectively equipped with one between headstock three and headstock one, between headstock three and headstock two, between headstock three and headstock four and drives axle one (8), a link arm (16) is fixed on every middle both sides driving axle one respectively, and the outer end of each link arm fixes a mixing arm (9) respectively; The right back of headstock two and right front export one respectively and drive axle two (14), and this each driving axle two right-hand member fixes a triangular knife one (15) respectively; The left back of headstock one and left front export one respectively and drive axle two (14), and this each driving axle two left end fixes a triangular knife one (15) respectively;
The specific works mode of T stake pile-formation machine: during the work of T stake pile-formation machine, each drill bit one 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 left and right, rear three rotations driving axle one in operation process, headstock two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process, and headstock one drives driving axle two synchronous axial system relative to the driving axle two of left front of left back respectively in operation process; Headstock one, headstock two, headstock three, headstock four drive drill bit one to rotate respectively through the drilling rod of its lower end, four drill bits one in rotation by the soil cutting of its lower end; Three drive axles one to drive two link arms on each driving axle one to drive mixing arms around driving axle one rotation in rotation respectively, mixing arm in rotation process by the unhewn soil cutting of drill bit one between two common tangents of each two drill bit one cylindrical; Two of right-hand member drive axle two to drive triangular knife one rotation on the driving axle two of right-hand member in rotation respectively, the soil cutting of the termination of right part is become recessed V-arrangement termination by the triangular knife one of right-hand member in rotation, two of left end drive axle two to drive triangular knife one rotation on the driving axle two of left end in rotation respectively, and the soil cutting of the termination of left part is become recessed V-arrangement termination by the triangular knife one of left end in rotation; The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and support bar one is pressed in process downwards and forms about one two ends is respectively provided with the T hole of recessed V-arrangement termination, casting concrete, formation concrete T stake in this T hole;
The concrete structure of triangular pile pile-formation machine includes: the upper end of the lower end fixed motor 2 22 of support bar 2 21, and motor two lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24; Change speed gear box to left front portion, right front portion, rear portion export a line shaft 25 respectively, the outer end of each line shaft fixes a triangular knife 2 26 respectively;
The specific works mode of triangular pile pile-formation machine: during the work of triangular pile pile-formation machine, grouting pump is to drill bit two grout injection, motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit lower end is stirred with cement mortar by drill bit two in rotary course; Change speed gear box drive respectively in operation process left front portion, right front portion, rear portion line shaft drive the rotation of a triangular knife two respectively, three triangular knifes two in rotary course by the soil cutting at three angles and Soil-cement; Support bar two forms soil cement triangular pile in being pressed into process;
T stake pile-formation machine and triangular pile pile-formation machine associated working manufacture V-arrangement and plug together, the working method of the pile body of cellular distribution: in the position needing pile, a soil cement triangular pile is manufactured according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine, the distance of a T stake it is respectively separated in the direction at three angles of this soil cement triangular pile, manufacture a soil cement triangular pile respectively, the distance of a T stake it is respectively separated in the direction at three angles of each soil cement triangular pile, manufacture a soil cement triangular pile respectively, when the soil cement intensity of triangular pile reaches a timing, a concrete T stake is manufactured with T stake pile-formation machine respectively according to the working method of above-mentioned T stake pile-formation machine again between the soil cement triangular pile that each two is adjacent, the recessed V-arrangement making each concrete T stake two ends is fit to the convex V-arrangement of the soil cement triangular pile at these T stake two ends respectively, it is thusly-formed multiple concrete T stake to plug together with multiple mutual V-arrangements of soil cement triangular pile, the pile body of cellular distribution, when the concrete of T stake and the soil cement of triangular pile all reach some strength, it is closely knit that the diabolo stake each cross section defined with T stake is that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
2. triangular pile according to claim 1 and T stake plug together equipment, it is characterised in that: the convex V-arrangement at three angles of triangular pile is identical with the recessed V-arrangement at two ends, T stake left and right.
3. triangular pile according to claim 1 and T stake plug together equipment, it is characterised in that: three of T stake pile-formation machine drive the mixing arm on axle one to differ certain angle in rotation, are independent of each other mutually in rotation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610139057.9A CN105672304A (en) | 2016-03-13 | 2016-03-13 | Inserting equipment for triangular piles and T-shaped piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610139057.9A CN105672304A (en) | 2016-03-13 | 2016-03-13 | Inserting equipment for triangular piles and T-shaped piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105672304A true CN105672304A (en) | 2016-06-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610139057.9A Pending CN105672304A (en) | 2016-03-13 | 2016-03-13 | Inserting equipment for triangular piles and T-shaped piles |
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| Country | Link |
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| CN (1) | CN105672304A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586958A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and T-shaped pile inserting connection equipment |
| CN105586960A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and T-shaped pile inserting and buckling equipment |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06193058A (en) * | 1992-12-25 | 1994-07-12 | Fudo Constr Co Ltd | Lap driving confirmation method for compaction pile |
| KR20010007813A (en) * | 2000-09-29 | 2001-02-05 | 최동환 | In-situ soil mixing pile by multi-auger machine and column wall set up method |
| CN2429566Y (en) * | 2000-06-16 | 2001-05-09 | 北京振冲工程股份有限公司 | Multi-head deeply agitation piling apparatus for forming wall immediately |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN104947657A (en) * | 2015-05-18 | 2015-09-30 | 宋姝娴 | Multi-head stirring and pile arranging machine |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
-
2016
- 2016-03-13 CN CN201610139057.9A patent/CN105672304A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06193058A (en) * | 1992-12-25 | 1994-07-12 | Fudo Constr Co Ltd | Lap driving confirmation method for compaction pile |
| CN2429566Y (en) * | 2000-06-16 | 2001-05-09 | 北京振冲工程股份有限公司 | Multi-head deeply agitation piling apparatus for forming wall immediately |
| KR20010007813A (en) * | 2000-09-29 | 2001-02-05 | 최동환 | In-situ soil mixing pile by multi-auger machine and column wall set up method |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN104947657A (en) * | 2015-05-18 | 2015-09-30 | 宋姝娴 | Multi-head stirring and pile arranging machine |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586958A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and T-shaped pile inserting connection equipment |
| CN105586960A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and T-shaped pile inserting and buckling equipment |
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| 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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160615 |