CN105696563A - Insertion equipment for T-shaped piles and circular piles - Google Patents
Insertion equipment for T-shaped piles and circular piles Download PDFInfo
- Publication number
- CN105696563A CN105696563A CN201610095855.6A CN201610095855A CN105696563A CN 105696563 A CN105696563 A CN 105696563A CN 201610095855 A CN201610095855 A CN 201610095855A CN 105696563 A CN105696563 A CN 105696563A
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- headstock
- stake
- pile
- shaped
- fixed
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- 230000037431 insertion Effects 0.000 title abstract 4
- 238000003780 insertion Methods 0.000 title abstract 4
- 239000002689 soil Substances 0.000 claims abstract description 43
- 239000004568 cement Substances 0.000 claims abstract description 29
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 238000000034 method Methods 0.000 claims description 19
- 239000011083 cement mortar Substances 0.000 claims description 9
- 238000005553 drilling Methods 0.000 claims description 9
- 238000003032 molecular docking Methods 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000005520 cutting process Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 230000005484 gravity Effects 0.000 claims description 3
- 239000000203 mixture Substances 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
- 238000003756 stirring Methods 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
-
- 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
- E02D2200/1607—Shapes round, e.g. circle
-
- 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)
- Geology (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides insertion equipment for T-shaped piles and circular piles. The insertion equipment for the T-shaped piles and the circular piles comprises a T-shaped pile forming machine and a circular pile forming machine. The multiple T-shaped cement soil piles which are spaced from one another by the distance of one circular pile are manufactured; when cement soil of the T-shaped piles on the two sides reaches certain strength, one circular concrete pile is manufactured between the space of every two adjacent T-shaped cement soil piles by means of the circular pile forming machine according to the operating mode of the circular pile forming machine, and convex arcs of the circular pile between every two adjacent T-shaped cement soil piles is made to be matched with concave arcs of the T-shaped piles on the left side and the right side of the circular pile; and in this way, a pile wall according to which mutual arc insertion between the multiple T-shaped cement soil piles and the circular concrete piles between every two T-shaped cement soil piles is achieved is formed, and the pile wall is used for soil blocking and seepage preventing of a building foundation.
Description
Technical field
The present invention relates to the T stake and circle stake circular arc docking device that use in a kind of circular arc docking device, 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, the piling wall that not to be soil cement T-shaped stake be mutually inserted with concrete circular pile。
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of T stake that can manufacture soil cement T-shaped stake and the mutual circular arc grafting of concrete circular pile and circle stake circular arc docking device。
The present invention is achieved through the following technical solutions:
A kind of T stake and circle stake circular arc docking device, 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 of soil cement T-shaped stake and the mutual circular arc grafting of concrete circular pile, 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 of T stake and circle stake circular arc grafting。
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, grouting pump is to each drill bit one grout injection 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, and the soil cutting of its lower end is stirred with cement mortar by four drill bits one 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 the unhewn soil cutting of drill bit one between two common tangents of each two drill bit one cylindrical is stirred with cement mortar by mixing arm in rotation process；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 of the termination of right part and cement mortar are stirred into 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 of the termination of left part and cement mortar are stirred into concave arc termination by the circular arc cutter of left end in rotation；Support bar one is pressed in process downwards and forms about one two ends is respectively provided with the soil cement T-shaped stake of concave arc termination。
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, drill bit two is irrigated water under high pressure by grouting pump, motor two drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit two lower end, the soil body machined away is mixed in mud, mud flows out from hole, and support bar two is pressed in process downwards and forms circular hole, casting concrete, formation concrete circular pile in this circular hole。
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 soil cement T-shaped stake 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 soil cement T-shaped stake, so manufacture the round pilespacing in one, multiple intervals from multiple soil cement T-shaped stakes；When the soil cement intensity of the T-shaped stake on both sides reaches some strength, again in the spacing between each two soil cement T-shaped stake, manufacture a concrete circular pile 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, the piling wall of the mutual circular arc grafting of concrete circular pile being thusly-formed between multiple soil cement T-shaped stake and each two soil cement T-shaped stake, for the gear soil on building basis, antiseep。
Claims (3)
1. T stake and a circle stake circular arc docking device, 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, grouting pump is to each drill bit one grout injection 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, and the soil cutting of its lower end is stirred with cement mortar by four drill bits one 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 the unhewn soil cutting of drill bit one between two common tangents of each two drill bit one cylindrical is stirred with cement mortar by mixing arm in rotation process；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 of the termination of right part and cement mortar are stirred into 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 of the termination of left part and cement mortar are stirred into concave arc termination by the circular arc cutter of left end in rotation；Support bar one is pressed in process downwards and forms about one two ends is respectively provided with the soil cement T-shaped stake of concave arc termination；
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, 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, drill bit two is irrigated water under high pressure by grouting pump, motor two drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit two lower end, the soil body machined away is mixed in mud, mud flows out from hole, support bar two is pressed in process downwards and forms circular hole, casting concrete, formation concrete circular pile in this circular hole；
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 soil cement T-shaped stake 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 soil cement T-shaped stake, so manufacture the round pilespacing in one, multiple intervals from multiple soil cement T-shaped stakes；When the soil cement intensity of the T-shaped stake on both sides reaches some strength, again in the spacing between each two soil cement T-shaped stake, manufacture a concrete circular pile 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, the piling wall of the mutual circular arc grafting of concrete circular pile being thusly-formed between multiple soil cement T-shaped stake and each two soil cement T-shaped stake, for the gear soil on building basis, antiseep。
2. T stake according to claim 1 and circle stake circular arc docking device, 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 circle stake circular arc docking device, 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 |
|---|---|---|---|
| CN201610095855.6A CN105696563A (en) | 2016-02-22 | 2016-02-22 | Insertion equipment for T-shaped piles and circular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095855.6A CN105696563A (en) | 2016-02-22 | 2016-02-22 | Insertion equipment for T-shaped piles and circular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105696563A true CN105696563A (en) | 2016-06-22 |
Family
ID=56223384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610095855.6A Withdrawn CN105696563A (en) | 2016-02-22 | 2016-02-22 | Insertion equipment for T-shaped piles and circular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105696563A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625411A (en) * | 2016-02-22 | 2016-06-01 | 宗琪 | 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 |
| CN106088040A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Recessed round T-shaped boring machine |
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| JP2007239420A (en) * | 2006-03-13 | 2007-09-20 | Kumagai Gumi Co Ltd | Structure of foundation for preventing floating of structure, its execution method and structure of pile used for its foundation or execution 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 |
| CN204662425U (en) * | 2014-04-29 | 2015-09-23 | 周兆弟 | Polygonal cement mixing method |
| CN105064341A (en) * | 2015-08-09 | 2015-11-18 | 宋姝娴 | Manufacturing equipment for round-head T-shaped pile |
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| CN105569026A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc locking device of T-shaped piles and circular piles |
| CN105625411A (en) * | 2016-02-22 | 2016-06-01 | 宗琪 | 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 |
-
2016
- 2016-02-22 CN CN201610095855.6A patent/CN105696563A/en not_active Withdrawn
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007239420A (en) * | 2006-03-13 | 2007-09-20 | Kumagai Gumi Co Ltd | Structure of foundation for preventing floating of structure, its execution method and structure of pile used for its foundation or execution 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 |
| CN204662425U (en) * | 2014-04-29 | 2015-09-23 | 周兆弟 | Polygonal cement mixing method |
| CN204825890U (en) * | 2015-07-17 | 2015-12-02 | 江苏地基工程有限公司 | Novel composite pile machine |
| CN105064341A (en) * | 2015-08-09 | 2015-11-18 | 宋姝娴 | Manufacturing equipment for round-head T-shaped pile |
| CN105113497A (en) * | 2015-08-11 | 2015-12-02 | 山西省交通科学研究院 | No-disturbance carbonization pile forming equipment and construction method thereof |
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| CN105625411A (en) * | 2016-02-22 | 2016-06-01 | 宗琪 | 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 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625411A (en) * | 2016-02-22 | 2016-06-01 | 宗琪 | 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 |
| CN106088040A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Recessed round T-shaped boring machine |
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160622 |
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| WW01 | Invention patent application withdrawn after publication |