CN105696569A - V-shaped inserting-connecting device for rhombic piles and T-shaped pipes - Google Patents
V-shaped inserting-connecting device for rhombic piles and T-shaped pipes Download PDFInfo
- Publication number
- CN105696569A CN105696569A CN201610107019.5A CN201610107019A CN105696569A CN 105696569 A CN105696569 A CN 105696569A CN 201610107019 A CN201610107019 A CN 201610107019A CN 105696569 A CN105696569 A CN 105696569A
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- headstock
- stake
- rotation
- fixed
- pile
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- 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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- QNRATNLHPGXHMA-XZHTYLCXSA-N (r)-(6-ethoxyquinolin-4-yl)-[(2s,4s,5r)-5-ethyl-1-azabicyclo[2.2.2]octan-2-yl]methanol;hydrochloride Chemical compound Cl.C([C@H]([C@H](C1)CC)C2)CN1[C@@H]2[C@H](O)C1=CC=NC2=CC=C(OCC)C=C21 QNRATNLHPGXHMA-XZHTYLCXSA-N 0.000 title abstract 9
- 239000002689 soil Substances 0.000 claims abstract description 31
- 239000004567 concrete Substances 0.000 claims abstract description 26
- 239000004568 cement Substances 0.000 claims abstract description 17
- 238000000034 method Methods 0.000 claims description 23
- 230000005540 biological transmission Effects 0.000 claims description 16
- 238000005520 cutting process Methods 0.000 claims description 12
- 238000005553 drilling Methods 0.000 claims description 9
- 229910000831 Steel Inorganic materials 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
- 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
- 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
- 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
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a V-shaped inserting-connecting device for rhombic piles and T-shaped pipes. The V-shaped inserting-connecting device comprises a T-shaped pipe forming machine and a rhombic pile forming machine. A plurality of concrete T-shaped pipes are manufactured at the intervals of one rhombic pile. When the concrete strength of the T-shaped pipes on the two sides reaches a certain degree, one cement soil rhombic pile is manufactured in the clearance between every two T-shaped pipes through the rhombic pile forming machine according to the operating mode of the rhombic pile forming machine, and convex V shapes of each rhombic pile between every two T-shaped pipes are matched with concave V shapes of the corresponding T-shaped pipes at the left end and the right end; in this way, the multiple concrete T-shaped pipes and the cement soil rhombic piles between every two T-shaped pipes are inserted and connected with one another in a V shape to form a piling wall used for soil retaining and seepage preventing of building foundations.
Description
Technical field
The present invention relates to the rhombus stake and T stake V-arrangement plug assembly that use in a kind of V-arrangement plug assembly, 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 piling wall of concrete T stake and the mutual V-arrangement grafting of soil cement rhombus stake。
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of rhombus stake that can manufacture concrete T stake and the mutual V-arrangement grafting of soil cement rhombus stake and T stake V-arrangement plug assembly。
The present invention is achieved through the following technical solutions:
A kind of rhombus stake and T stake V-arrangement plug assembly, including T stake pile-formation machine and rhombus 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 triangular knife one 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 triangular knife one respectively。
Rhombus stake 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 transmission case, and the output shaft of transmission case lower end is fixed with drill bit two；Transmission case to left back, left front, right back, right front export one respectively and rotate axle, the outer end of each rotation axle fixes a triangular knife two respectively。
The present invention has following feature:
The present invention can manufacture the piling wall of concrete T stake and the mutual V-arrangement grafting of soil cement rhombus 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 rhombus stake pile-formation machine；
Fig. 6 is the D D view of Fig. 5；
Fig. 7 is the cross-sectional view of T stake and rhombus stake V-arrangement 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, triangular knife one, 16, link arm, 17, cross bar two, 18, column four, 19, headstock four；21, support bar two, 22, motor two, 23, transmission case, 24, drill bit two, 25, rotate axle, 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 rhombus 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 triangular knife 1 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 triangular knife 1 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 triangular knife one rotation on the line shaft two of right-hand member respectively in rotation, 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 line shafts two of left end drive triangular knife one rotation on the line shaft two of left end respectively in rotation, 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 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 recessed V-arrangement termination, casting concrete, formation concrete T-shaped pile in this T-shaped hole。
Rhombus stake pile-formation machine includes the structure in Fig. 5, Fig. 6；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 transmission case 23, and the output shaft of transmission case lower end is fixed with drill bit 2 24；Transmission case to left back, left front, right back, right front export one respectively and rotate axle 25, the outer end of each rotation axle fixes a triangular knife 2 26 respectively。
The specific works mode of rhombus stake pile-formation machine is as follows: during work, grouting pump is to drill bit two grout injection, motor two drives transmission case to operate, transmission case 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；Transmission case drive respectively in operation process left back, left front, right back, right front rotation axle drive the rotation of a triangular knife two respectively, four triangular knifes two in rotary course by the soil cutting at four angles and Soil-cement；Support bar two forms soil cement rhombus stake in being pressed into process。
The convex V-arrangement of rhombus stake is identical with the recessed V-arrangement at two ends, T stake left and right。
T stake pile-formation machine is as follows with rhombus stake pile-formation machine associated working process: first in the original position needing pile axis, a concrete T 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 concrete T stake, the distance of one the rhombus stake in interval remanufacture second concrete T stake, so manufacture one, multiple intervals rhombus pilespacing from multiple concrete T stakes；When the concrete strength of the T stake on both sides reaches some strength, again in the spacing between each two T stake, manufacture a soil cement rhombus stake with rhombus stake pile-formation machine according to the working method of above-mentioned rhombus stake pile-formation machine, the convex V-arrangement making the rhombus stake between each two T stake is fit to the recessed V-arrangement of two ends, left and right T stake, the piling wall of the mutual V-arrangement grafting of soil cement rhombus stake being thusly-formed between multiple concrete T stake and each two T stake, for the gear soil on building basis, antiseep。
Claims (3)
1. rhombus stake and a T stake V-arrangement plug assembly, including T stake pile-formation machine and rhombus 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 triangular knife one (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 triangular knife one (15) respectively；
The specific works mode of T stake pile-formation machine: 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 triangular knife one rotation on the line shaft two of right-hand member respectively in rotation, 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 line shafts two of left end drive triangular knife one rotation on the line shaft two of left end respectively in rotation, 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 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 recessed V-arrangement termination, casting concrete, formation concrete T-shaped pile in this T-shaped hole；
The concrete structure of rhombus stake 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 transmission case 23, and the output shaft of transmission case lower end is fixed with drill bit 2 24；Transmission case to left back, left front, right back, right front export one respectively and rotate axle 25, the outer end of each rotation axle fixes a triangular knife 2 26 respectively；
The specific works mode of rhombus stake pile-formation machine: during work, grouting pump is to drill bit two grout injection, motor two drives transmission case to operate, transmission case 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；Transmission case drive respectively in operation process left back, left front, right back, right front rotation axle drive the rotation of a triangular knife two respectively, four triangular knifes two in rotary course by the soil cutting at four angles and Soil-cement；Support bar two forms soil cement rhombus stake in being pressed into process；
T stake pile-formation machine and rhombus stake pile-formation machine associated working process: first in the original position needing pile axis, a concrete T 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 concrete T stake, the distance of one the rhombus stake in interval remanufacture second concrete T stake, so manufacture one, multiple intervals rhombus pilespacing from multiple concrete T stakes；When the concrete strength of the T stake on both sides reaches some strength, again in the spacing between each two T stake, manufacture a soil cement rhombus stake with rhombus stake pile-formation machine according to the working method of above-mentioned rhombus stake pile-formation machine, the convex V-arrangement making the rhombus stake between each two T stake is fit to the recessed V-arrangement of two ends, left and right T stake, the piling wall of the mutual V-arrangement grafting of soil cement rhombus stake being thusly-formed between multiple concrete T stake and each two T stake, for the gear soil on building basis, antiseep。
2. rhombus stake according to claim 1 and T stake V-arrangement plug assembly, it is characterised in that: the convex V-arrangement of rhombus stake is identical with the recessed V-arrangement at two ends, T stake left and right。
3. rhombus stake according to claim 1 and T stake V-arrangement plug assembly, 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。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610107019.5A CN105696569A (en) | 2016-02-28 | 2016-02-28 | V-shaped inserting-connecting device for rhombic piles and T-shaped pipes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610107019.5A CN105696569A (en) | 2016-02-28 | 2016-02-28 | V-shaped inserting-connecting device for rhombic piles and T-shaped pipes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105696569A true CN105696569A (en) | 2016-06-22 |
Family
ID=56223441
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610107019.5A Withdrawn CN105696569A (en) | 2016-02-28 | 2016-02-28 | V-shaped inserting-connecting device for rhombic piles and T-shaped pipes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105696569A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714804A (en) * | 2016-02-28 | 2016-06-29 | 宗琪 | V-shaped insert buckling device of diamond-shaped piles and T-shaped piles |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN105133587A (en) * | 2015-08-09 | 2015-12-09 | 张璐 | Y-shaped cemented soil pile forming equipment |
| CN105586926A (en) * | 2016-02-28 | 2016-05-18 | 宗琪 | V-shaped locking device for rhombic piles and T-shaped piles |
| CN105714804A (en) * | 2016-02-28 | 2016-06-29 | 宗琪 | V-shaped insert buckling device of diamond-shaped piles and T-shaped piles |
| CN105715204A (en) * | 2016-02-28 | 2016-06-29 | 宗琪 | V-shaped latching device for diamond-shaped piles and T-shaped piles |
-
2016
- 2016-02-28 CN CN201610107019.5A patent/CN105696569A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN105133587A (en) * | 2015-08-09 | 2015-12-09 | 张璐 | Y-shaped cemented soil pile forming equipment |
| CN105586926A (en) * | 2016-02-28 | 2016-05-18 | 宗琪 | V-shaped locking device for rhombic piles and T-shaped piles |
| CN105714804A (en) * | 2016-02-28 | 2016-06-29 | 宗琪 | V-shaped insert buckling device of diamond-shaped piles and T-shaped piles |
| CN105715204A (en) * | 2016-02-28 | 2016-06-29 | 宗琪 | V-shaped latching device for diamond-shaped piles and T-shaped piles |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714804A (en) * | 2016-02-28 | 2016-06-29 | 宗琪 | V-shaped insert buckling device of diamond-shaped piles and T-shaped piles |
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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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160622 |