CN105625411A - Arc locking device of T-shaped piles and circular piles - Google Patents
Arc locking device of T-shaped piles and circular piles Download PDFInfo
- Publication number
- CN105625411A CN105625411A CN201610095854.1A CN201610095854A CN105625411A CN 105625411 A CN105625411 A CN 105625411A CN 201610095854 A CN201610095854 A CN 201610095854A CN 105625411 A CN105625411 A CN 105625411A
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- China
- Prior art keywords
- headstock
- stake
- pile
- shaped
- 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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- 239000004567 concrete Substances 0.000 claims abstract description 30
- 239000002689 soil Substances 0.000 claims abstract description 29
- 239000004568 cement Substances 0.000 claims abstract description 15
- 238000004519 manufacturing process Methods 0.000 claims abstract description 7
- 238000000034 method Methods 0.000 claims description 19
- 238000005553 drilling Methods 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000005520 cutting process Methods 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 3
- 230000005484 gravity Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 238000003756 stirring Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses an arc locking device of T-shaped piles and circular piles. The arc locking device comprises a T-shaped pile forming machine and a circular pile forming machine, wherein the T-shaped pile forming machine and the circular pile forming machine are used for manufacturing a plurality of T-shaped concrete piles which are spaced at a circular pile distance; when the concrete strength of the T-shaped piles on two sides achieves the certain strength, a circular cement soil pile is manufactured in a gap between every two T-shaped concrete piles by the circular pile forming machine according to an operation mode of the circular pile forming machine, so that convex arcs of the circular piles are consistent with concave arcs of the T-shaped piles on the left side and the right side, thus forming pile wall in which the plurality of T-shaped concrete piles and the circular cement soil pile between every two T-shaped concrete piles are subjected to mutual arc locking; and the pile wall is used for blocking soil and preventing leakage of building foundations.
Description
Technical field
The present invention relates to the T stake and the circle arc latched equipment of stake that use in a kind of arc latched equipment, particularly a kind of building 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 piling wall of concrete T-shaped pile and the soil cement circle mutual snap close of stake.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of concrete T-shaped pile that can manufacture justifies the mutually arc latched T stake of stake and the circle arc latched equipment of stake with soil cement.
The present invention is achieved through the following technical solutions:
A kind of T stake and the circle arc latched equipment of stake, including T stake pile-formation machine and circle stake 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; 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; The right back of headstock two and right front export a line shaft two respectively, and each line shaft two right-hand member fixes a circular arc cutter respectively; The left back of headstock one and left front export a line shaft two respectively, and this each line shaft two left end fixes a circular arc cutter respectively.
Circle stake pile-formation machine includes following structure: the upper end of the lower end fixed motor two of support bar two, the output shaft of motor two lower end is fixed with drill bit two.
The present invention has following feature:
The present invention can manufacture the piling wall that concrete T-shaped pile is mutually arc latched with soil cement circle stake, for the gear soil on building basis, antiseepage.
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 circle stake pile-formation machine;
Fig. 6 is the cross-sectional view that T stake is arc latched with circle stake.
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 one, 14, line shaft two, 15, circular arc cutter, 16, link arm, 17, cross bar two, 18, column four, 19, headstock four; 21, support bar two, 22, motor two, 23, drill bit 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 circle stake 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; 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; The right back of headstock two and right front export a line shaft 2 14 respectively, and this each line shaft two right-hand member fixes a circular arc cutter 15 respectively; The left back of headstock one and left front export a line shaft 2 14 respectively, and this each line shaft two left end fixes a circular arc cutter 15 respectively.
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 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 the rotation of three line shafts one left and right, rear in operation process, headstock two drives the line shaft two of right back synchronous axial system relative to the line shaft two of right front respectively in operation process, and headstock one drives the line shaft two of left back synchronous axial system relative to the line shaft two of left front 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 line shafts one drive two link arms on each line shaft one to drive mixing arms around line shaft one rotation respectively in rotation, 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 line shafts two of right-hand member drive the circular arc swivel on the line shaft two of right-hand member to move respectively in rotation, the soil body authority of the termination of right part is become concave arc termination by the circular arc cutter of right-hand member in rotation, two line shafts two of left end drive the circular arc swivel on the line shaft two of left end to move respectively in rotation, and the soil body authority of the termination of left part is become concave arc termination by the circular arc cutter of left 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 about one two ends is respectively provided with the T-shaped hole of concave arc termination, casting concrete, formation concrete T-shaped pile in this T-shaped hole.
Circle stake pile-formation machine includes the structure in Fig. 5; Concrete structure is as follows: the upper end of the lower end fixed motor 2 22 of support bar 2 21, and the output shaft of motor two lower end is fixed with drill bit 2 23.
Circle stake pile-formation machine can work independently, specific works mode is as follows: during work, grouting pump is to drill bit two grout injection, motor two drives drill bit two rotation, drill bit two is by the soil cutting of drill bit two lower end and cement mortar stirring in rotary course, and support bar two is pressed in process downwards and forms soil cement circle stake.
The dome arc of circle stake coincide with the concave arc at two ends, T-shaped stake left and right.
T stake pile-formation machine is as follows with circle stake pile-formation machine associated working process: first in the original position needing pile axis, a concrete T-shaped pile is manufactured according to the working method of above-mentioned T stake pile-formation machine with T stake pile-formation machine, on the right side of this T-shaped stake, the distance of the round stake in one, interval remanufacture second concrete T-shaped pile, so manufacture the round pilespacing in one, multiple intervals from multiple concrete T-shaped piles; When the concrete strength of the T-shaped stake on both sides reaches some strength, again in the spacing between each two concrete T-shaped pile, manufacture a soil cement circle stake with circle stake pile-formation machine according to the working method of above-mentioned round stake pile-formation machine, the dome arc making circle stake is fit to the concave arc of the right and left T-shaped stake, it is thusly-formed the piling wall that the round stake of the soil cement between multiple concrete T-shaped pile and each two concrete T-shaped pile is mutually arc latched, for the gear soil on building basis, antiseep.
Claims (3)
1. T stake and the circle arc latched equipment of stake, including T stake pile-formation machine and circle stake 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); 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; The right back of headstock two and right front export a line shaft two (14) respectively, and this each line shaft two right-hand member fixes a circular arc cutter (15) respectively; The left back of headstock one and left front export a line shaft two (14) respectively, and this each line shaft two left end fixes a circular arc cutter (15) respectively;
The specific works mode of T stake pile-formation machine is: 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 the rotation of three line shafts one left and right, rear in operation process, headstock two drives the line shaft two of right back synchronous axial system relative to the line shaft two of right front respectively in operation process, and headstock one drives the line shaft two of left back synchronous axial system relative to the line shaft two of left front 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 line shafts one drive two link arms on each line shaft one to drive mixing arms around line shaft one rotation respectively in rotation, 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 line shafts two of right-hand member drive the circular arc swivel on the line shaft two of right-hand member to move respectively in rotation, the soil body authority of the termination of right part is become concave arc termination by the circular arc cutter of right-hand member in rotation, two line shafts two of left end drive the circular arc swivel on the line shaft two of left end to move respectively in rotation, and the soil body authority of the termination of left part is become concave arc termination by the circular arc cutter of left 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 about one two ends is respectively provided with the T-shaped hole of concave arc termination, casting concrete, formation concrete T-shaped pile in this T-shaped hole;
The concrete structure of circle stake pile-formation machine includes: the upper end of the lower end fixed motor 2 22 of support bar 2 21, and the output shaft of motor two lower end is fixed with drill bit 2 23;
The specific works mode of circle stake pile-formation machine is: during work, grouting pump is to drill bit two grout injection, motor two drives drill bit two rotation, drill bit two is by the soil cutting of drill bit two lower end and cement mortar stirring in rotary course, and support bar two is pressed in process downwards and forms soil cement circle stake;
T stake pile-formation machine and circle stake pile-formation machine associated working process: first in the original position needing pile axis, a concrete T-shaped pile is manufactured according to the working method of above-mentioned T stake pile-formation machine with T stake pile-formation machine, on the right side of this T-shaped stake, the distance of the round stake in one, interval remanufacture second concrete T-shaped pile, so manufacture the round pilespacing in one, multiple intervals from multiple concrete T-shaped piles; When the concrete strength of the T-shaped stake on both sides reaches some strength, again in the spacing between each two concrete T-shaped pile, manufacture a soil cement circle stake with circle stake pile-formation machine according to the working method of above-mentioned round stake pile-formation machine, the dome arc making circle stake is fit to the concave arc of the right and left T-shaped stake, it is thusly-formed the piling wall that the round stake of the soil cement between multiple concrete T-shaped pile and each two concrete T-shaped pile is mutually arc latched, for the gear soil on building basis, antiseep.
2. T stake according to claim 1 and the circle arc latched equipment of stake, 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 the circle arc latched equipment of stake, it is characterised in that: the dome arc of circle stake coincide with the concave arc at two ends, T-shaped stake left and right.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095854.1A CN105625411A (en) | 2016-02-22 | 2016-02-22 | Arc locking device of T-shaped piles and circular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095854.1A CN105625411A (en) | 2016-02-22 | 2016-02-22 | Arc locking device of T-shaped piles and circular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105625411A true CN105625411A (en) | 2016-06-01 |
Family
ID=56040721
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610095854.1A Withdrawn CN105625411A (en) | 2016-02-22 | 2016-02-22 | Arc locking device of T-shaped piles and circular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105625411A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672287A (en) * | 2016-02-22 | 2016-06-15 | 宗琪 | T pile and round pile arc insertion and buckling equipment |
| CN105696563A (en) * | 2016-02-22 | 2016-06-22 | 宗琪 | Insertion equipment for T-shaped piles and circular piles |
| CN106088038A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Grafting T-shaped stake manufactures equipment |
| CN106088040A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Recessed round T-shaped boring machine |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| 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 |
| CN105064341A (en) * | 2015-08-09 | 2015-11-18 | 宋姝娴 | Manufacturing equipment for round-head T-shaped pile |
| CN105569026A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc locking device of T-shaped piles and circular piles |
| CN105672287A (en) * | 2016-02-22 | 2016-06-15 | 宗琪 | T pile and round pile arc insertion and buckling equipment |
| CN105696563A (en) * | 2016-02-22 | 2016-06-22 | 宗琪 | Insertion equipment for T-shaped piles and circular piles |
-
2016
- 2016-02-22 CN CN201610095854.1A patent/CN105625411A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| 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 |
| CN105064341A (en) * | 2015-08-09 | 2015-11-18 | 宋姝娴 | Manufacturing equipment for round-head T-shaped pile |
| CN105569026A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc locking device of T-shaped piles and circular piles |
| CN105672287A (en) * | 2016-02-22 | 2016-06-15 | 宗琪 | T pile and round pile arc insertion and buckling equipment |
| CN105696563A (en) * | 2016-02-22 | 2016-06-22 | 宗琪 | Insertion equipment for T-shaped piles and circular piles |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672287A (en) * | 2016-02-22 | 2016-06-15 | 宗琪 | T pile and round pile arc insertion and buckling equipment |
| CN105696563A (en) * | 2016-02-22 | 2016-06-22 | 宗琪 | Insertion equipment for T-shaped piles and circular piles |
| CN106088038A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Grafting T-shaped stake manufactures equipment |
| CN106088040A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Recessed round T-shaped boring machine |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160601 |
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| WW01 | Invention patent application withdrawn after publication |