CN105672300A - Octagonal pile and T-shaped pile locking and buckling device - Google Patents
Octagonal pile and T-shaped pile locking and buckling device Download PDFInfo
- Publication number
- CN105672300A CN105672300A CN201610132342.8A CN201610132342A CN105672300A CN 105672300 A CN105672300 A CN 105672300A CN 201610132342 A CN201610132342 A CN 201610132342A CN 105672300 A CN105672300 A CN 105672300A
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- China
- Prior art keywords
- headstock
- stake
- line shaft
- rotation
- octagon
- 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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Links
- 239000002689 soil Substances 0.000 claims abstract description 48
- 239000004568 cement Substances 0.000 claims abstract description 41
- 238000000034 method Methods 0.000 claims description 23
- 238000003756 stirring Methods 0.000 claims description 18
- 239000011083 cement mortar Substances 0.000 claims description 13
- 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
- 239000004567 concrete Substances 0.000 claims description 4
- 239000011440 grout Substances 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 4
- 239000007924 injection Substances 0.000 claims description 4
- 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
- 230000002265 prevention 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
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
An octagonal pile and T-shaped pile locking and buckling device comprises a T-shaped pile forming machine and an octagonal pile forming machine. A plurality of cement T-shaped piles spaced by one octagonal pile are manufactured. When the strength of cement of the T-shaped piles on two sides reaches a certain level, one cement octagonal pile is manufactured in the space between every two T-shaped piles through the octagonal pile forming machine according to the working mode of the octagonal pile forming machine. In this way, a piling wall is formed by locking and buckling the cement octagonal piles and the cement T-shaped piles between every two octagonal piles, and used for soil blockage and leakage prevention of a building foundation.
Description
Technical field
The present invention relates to the octagon stake and T stake locker that use in a kind of locker, 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 soil cement T stake and the soil cement mutual snap close of octagon stake.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of octagon stake that can manufacture soil cement T stake and the soil cement mutual snap close of octagon stake and T stake locker.
The present invention is achieved through the following technical solutions:
A kind of octagon stake and T stake locker, including T stake pile-formation machine and octagon 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 this each line shaft two right-hand member fixes a triangular knife one respectively, right-hand member one line shaft three of output of headstock two, and the right-hand member of this line shaft three fixes a stirring knife; 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, and left end one line shaft three of output of headstock one, the left end of this line shaft three fixes a stirring knife.
Octagon stake pile-formation machine includes following structure: the upper end of the lower end fixed motor two of pressure rod three, and motor two lower end is provided with gear-box, and the output shaft of gear-box lower end is fixed with drill bit two;The left end of gear-box, right-hand member, front end, rear end export one respectively and rotate axle, and the outer end of each rotation axle fixes a tulwar respectively.
The present invention has following feature:
The present invention can manufacture the piling wall of soil cement T stake and the soil cement mutual snap close of octagon 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 octagon 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 octagon stake snap close.
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, gear-box, 24, drill bit two, 25, rotate axle, 26, tulwar, 28, line shaft three, 29, stirring knife.
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 octagon 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, right-hand member one line shaft 3 28 of output of headstock two, and the right-hand member of this line shaft three fixes a stirring knife 29; 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, and left end one line shaft 3 28 of output of headstock one, the left end of this line shaft three fixes a stirring knife 29.
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 two simultaneously drives line shaft three rotation of right-hand member;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, and headstock one simultaneously drives line shaft three rotation of left end, 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 triangular knife one rotation on the line shaft two of right-hand member respectively in rotation, the line shaft three of right-hand member drives the stirring knife of right-hand member to rotate in rotation, the soil body of the termination of right part and cement mortar are stirred into recessed trapezoidal termination by the triangular knife one of right-hand member and stirring knife 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, the line shaft three of left end drives the stirring knife of left end to rotate in rotation, the soil body of the termination of left part and cement mortar are stirred into recessed trapezoidal termination by the triangular knife one of left end and stirring knife 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 recessed trapezoidal termination.
Octagon 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 pressure rod 3 21, and motor two lower end is provided with gear-box 23, and the output shaft of gear-box lower end is fixed with drill bit 2 24; The left end of gear-box, right-hand member, front end, rear end export one respectively and rotate axle 25, and the outer end of each rotation axle fixes a tulwar 26 respectively.
The specific works mode of octagon stake pile-formation machine is as follows: during work, grouting pump is to drill bit two grout injection, motor two drives gear-box to operate, gear-box drives drill bit two to rotate in operation process, and the soil cutting of drill bit two lower end is stirred with cement mortar by drill bit two in rotary course; Gear-box drive respectively in operation process left end, right-hand member, front end, rear end rotation axle drive tulwar to rotate respectively, the circular cut that drill bit two is formed by four tulwars in rotary course stirs into octagon with cement mortar; Pressure rod three forms soil cement octagon stake in being pressed into process.
The convex trapezoidal of the recessed trapezoidal and octagon each edge place at two ends, two T stake left and right is coincide.
T stake pile-formation machine is as follows with octagon stake pile-formation machine associated working process: in the original position needing pile axis, a soil cement T stake is manufactured according to the working method of above-mentioned T stake pile-formation machine with T stake pile-formation machine, distance in one the octagon stake in interval, right side of this T stake manufactures second soil cement T stake, so manufacture one, multiple intervals octagon pilespacing from soil cement T stake; When the soil cement intensity of the T stake on both sides reaches a timing, again in the distance between each two T stake, manufacture a soil cement octagon stake with octagon stake pile-formation machine according to the working method of above-mentioned octagon stake pile-formation machine, make convex trapezoidal recessed trapezoidal, the convex trapezoidal of soil cement octagon stake right-hand member being fit to left side T stake right-hand member of the soil cement octagon stake left end between each two soil cement T stake be fit to the recessed trapezoidal of the right soil cement T stake left end; The piling wall of the soil cement mutual snap close of T stake being thusly-formed between multiple soil cement octagon stake and each two octagon stake, for the gear soil on building basis, antiseep.
Claims (3)
1. octagon stake and a T stake locker, including T stake pile-formation machine and octagon 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, this each line shaft two right-hand member fixes a triangular knife one (15) respectively, right-hand member one line shaft three (28) of output of headstock two, the right-hand member of this line shaft three fixes a stirring knife (29); The left back of headstock one and left front export a line shaft two (14) respectively, this each line shaft two left end fixes a triangular knife one (15) respectively, left end one line shaft three (28) of output of headstock one, the left end of this line shaft three fixes a stirring knife (29);
The specific works mode of T stake pile-formation machine: 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 two simultaneously drives line shaft three rotation of right-hand member, 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, and headstock one simultaneously drives line shaft three rotation of left end, 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 triangular knife one rotation on the line shaft two of right-hand member respectively in rotation, the line shaft three of right-hand member drives the stirring knife of right-hand member to rotate in rotation, the soil body of the termination of right part and cement mortar are stirred into recessed trapezoidal termination by the triangular knife one of right-hand member and stirring knife 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, the line shaft three of left end drives the stirring knife of left end to rotate in rotation, the soil body of the termination of left part and cement mortar are stirred into recessed trapezoidal termination by the triangular knife one of left end and stirring knife 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 recessed trapezoidal termination,
The concrete structure of octagon stake pile-formation machine includes: the upper end of the lower end fixed motor 2 22 of pressure rod 3 21, and motor two lower end is provided with gear-box 23, and the output shaft of gear-box lower end is fixed with drill bit 2 24; The left end of gear-box, right-hand member, front end, rear end export one respectively and rotate axle 25, and the outer end of each rotation axle fixes a tulwar 26 respectively;
The specific works mode of octagon stake pile-formation machine is: during work, grouting pump is to drill bit two grout injection, motor two drives gear-box to operate, gear-box drives drill bit two to rotate in operation process, and the soil cutting of drill bit two lower end is stirred with cement mortar by drill bit two in rotary course; Gear-box drive respectively in operation process left end, right-hand member, front end, rear end rotation axle drive tulwar to rotate respectively, the circular cut that drill bit two is formed by four tulwars in rotary course stirs into octagon with cement mortar; Pressure rod three forms soil cement octagon stake in being pressed into process;
T stake pile-formation machine and octagon stake pile-formation machine associated working process: in the original position needing pile axis, a soil cement T stake is manufactured according to the working method of above-mentioned T stake pile-formation machine with T stake pile-formation machine, distance in one the octagon stake in interval, right side of this T stake manufactures second soil cement T stake, so manufacture one, multiple intervals octagon pilespacing from soil cement T stake; When the soil cement intensity of the T stake on both sides reaches a timing, again in the distance between each two T stake, manufacture a soil cement octagon stake with octagon stake pile-formation machine according to the working method of above-mentioned octagon stake pile-formation machine, make convex trapezoidal recessed trapezoidal, the convex trapezoidal of soil cement octagon stake right-hand member being fit to left side T stake right-hand member of the soil cement octagon stake left end between each two soil cement T stake be fit to the recessed trapezoidal of the right soil cement T stake left end; The piling wall of the soil cement mutual snap close of T stake being thusly-formed between multiple soil cement octagon stake and each two octagon stake, for the gear soil on building basis, antiseep.
2. octagon stake according to claim 1 and T stake locker, it is characterised in that: the convex trapezoidal of the recessed trapezoidal and octagon each edge place at two ends, two T stake left and right is coincide.
3. octagon stake according to claim 1 and T stake locker, 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 |
|---|---|---|---|
| CN201610132342.8A CN105672300A (en) | 2016-03-09 | 2016-03-09 | Octagonal pile and T-shaped pile locking and buckling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610132342.8A CN105672300A (en) | 2016-03-09 | 2016-03-09 | Octagonal pile and T-shaped pile locking and buckling device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105672300A true CN105672300A (en) | 2016-06-15 |
Family
ID=56308057
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610132342.8A Withdrawn CN105672300A (en) | 2016-03-09 | 2016-03-09 | Octagonal pile and T-shaped pile locking and buckling device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105672300A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735266A (en) * | 2016-03-09 | 2016-07-06 | 李会修 | Octagonal pile and T-shaped pile inserting and buckling device |
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 |
| JP2013019260A (en) * | 2011-06-17 | 2013-01-31 | Nagaigumi Co Ltd | Drilling equipment and construction method for sheet pile |
| CN105064341A (en) * | 2015-08-09 | 2015-11-18 | 宋姝娴 | Manufacturing equipment for round-head T-shaped pile |
| CN105586952A (en) * | 2016-03-09 | 2016-05-18 | 李会修 | Inserting device of octagonal piles and T-shaped piles |
| CN105586951A (en) * | 2016-03-09 | 2016-05-18 | 李会修 | Buckling device of octagonal piles and T-shaped piles |
| CN105735266A (en) * | 2016-03-09 | 2016-07-06 | 李会修 | Octagonal pile and T-shaped pile inserting and buckling device |
-
2016
- 2016-03-09 CN CN201610132342.8A patent/CN105672300A/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 |
| JP2013019260A (en) * | 2011-06-17 | 2013-01-31 | Nagaigumi Co Ltd | Drilling equipment and construction method for sheet pile |
| CN105064341A (en) * | 2015-08-09 | 2015-11-18 | 宋姝娴 | Manufacturing equipment for round-head T-shaped pile |
| CN105586952A (en) * | 2016-03-09 | 2016-05-18 | 李会修 | Inserting device of octagonal piles and T-shaped piles |
| CN105586951A (en) * | 2016-03-09 | 2016-05-18 | 李会修 | Buckling device of octagonal piles and T-shaped piles |
| CN105735266A (en) * | 2016-03-09 | 2016-07-06 | 李会修 | Octagonal pile and T-shaped pile inserting and buckling device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735266A (en) * | 2016-03-09 | 2016-07-06 | 李会修 | Octagonal pile and T-shaped pile inserting and buckling device |
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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: 20160615 |