CN105672257A - Trapezoidal inserting-connection equipment for T-shaped piles and rectangular piles - Google Patents
Trapezoidal inserting-connection equipment for T-shaped piles and rectangular piles Download PDFInfo
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- CN105672257A CN105672257A CN201511012436.3A CN201511012436A CN105672257A CN 105672257 A CN105672257 A CN 105672257A CN 201511012436 A CN201511012436 A CN 201511012436A CN 105672257 A CN105672257 A CN 105672257A
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- headstock
- pile
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- trapezoidal
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- 239000002689 soil Substances 0.000 claims abstract description 55
- 239000004568 cement Substances 0.000 claims abstract description 40
- 239000004567 concrete Substances 0.000 claims abstract description 22
- 238000000034 method Methods 0.000 claims description 25
- 238000005553 drilling Methods 0.000 claims description 17
- 238000003756 stirring Methods 0.000 claims description 13
- 238000005520 cutting process Methods 0.000 claims description 10
- 239000011083 cement mortar Substances 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000003032 molecular docking Methods 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000004519 manufacturing process Methods 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
- 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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- 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
- E02D2200/1628—Shapes rectangular
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (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)
Abstract
The invention discloses trapezoidal inserting-connection equipment for T-shaped piles and rectangular piles. The multiple cement soil T-shaped inserting-connection piles are manufactured at intervals by the distance of one rectangular inserting-connection pile; when the cement soil strength of the T-shaped inserting-connection piles on the two sides reaches a certain degree, a rectangular hole is formed in the interval between every two cement soil T-shaped inserting-connection piles through a rectangular pile forming machine according to the working mode of the rectangular pile forming machine, and concrete is poured into each rectangular hole to form one concrete rectangular inserting-connection pile, so that the left convex trapezoidal end of each concrete rectangular inserting-connection pile between every two cement soil T-shaped inserting-connection piles is matched with the right concave trapezoidal end of the left cement soil T-shaped inserting-connection pile, and the right concave trapezoidal end of each concrete rectangular inserting-connection pile between every two cement soil T-shaped inserting-connection piles is matched with the left convex trapezoidal end of the right cement soil T-shaped inserting-connection pile; and in this way, a piling wall with the multiple cement soil T-shaped inserting-connection piles and the corresponding concrete rectangular inserting-connection piles located between every two cement soil T-shaped inserting-connection piles being mutually connected in a trapezoid shape in an inserted mode is formed. The piling wall is used for soil blocking and seepage resistance of building foundations.
Description
Technical field
The present invention relates to the T stake and the trapezoidal docking device of rectangular pile that use in a kind of trapezoidal 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, is not that T-shaped cement earth pile is mutually inserted piling wall with rectangular concrete 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 T-shaped cement soil pile and the mutual trapezoidal grafting of Rectangular Concrete pile body and the trapezoidal docking device of rectangular pile.
The present invention is achieved through the following technical solutions:
A kind of T stake and the trapezoidal docking device of rectangular pile, including T stake pile-formation machine and rectangular pile pile-formation machine.
T stake pile-formation machine includes following structure: the centre of cross bar one, thus one T steel structure of composition are fixed in the front end of cross bar two, and the center of gravity of T steel structure is fixed in the lower end of support bar one; The middle lower end of cross bar one is fixed with column three, the lower end of column three is fixed with motor one, the lower end of motor one is fixed with headstock three, the left end bottom of cross bar one is fixed with column one, the lower end of column one is fixed with headstock one, and the right-hand member bottom of cross bar one is fixed with column two, and the lower end of column two is fixed with headstock two, the rear end lower of cross bar two is fixed with column four, and the lower end of column four is fixed with headstock four; Headstock one, headstock two, headstock three, headstock four lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is respectively equipped with a drill bit; 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 trapezoidal cutter one respectively; Left end one line shaft three of output of headstock one, the left end of line shaft three fixes a trapezoidal cutter two.
Rectangular pile pile-formation machine includes following structure: motor two upper end is fixed in support bar two lower end, and driver three upper end is fixed in motor two lower end; Support bar two bottom left end is fixed with transverse arm one, the left end bottom of transverse arm one is fixed with vertical rod one, and the lower end of vertical rod one is fixed with driver one, and support bar two bottom right-hand member is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with vertical rod two, and the lower end of vertical rod two is fixed with driver two; Driver one, driver two, driver three lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is respectively equipped with a drill bit; Being respectively equipped with one between driver three and driver one, between driver three and driver two and drive axle one, a linking arm is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter respectively; The right back of driver two and right front export one respectively and drive axle two, and the right-hand member of each driving axle two fixes a trapezoidal cutter one respectively; The left end of driver one exports one and drives axle three, drives the left end of axle three to fix a trapezoidal cutter two.
The present invention has following feature:
The present invention can manufacture the piling wall of T-shaped cement soil pile and the mutual trapezoidal grafting of Rectangular Concrete pile body, 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 rectangular pile pile-formation machine;
Fig. 6 is the D D view of Fig. 5;
Fig. 7 is the cross-sectional view of T stake and the trapezoidal grafting of rectangular pile.
In figure: 1, support bar one, 2, motor one, 3, headstock three, 4, headstock one, 5, headstock two, 6, cross bar one, 7, column three, 8, line shaft one, 9, mixing arm, 10, column one, 11, column two, 12, drilling rod, 13, drill bit, 14, line shaft two, 15, trapezoidal cutter one, 16, link arm, 17, cross bar two, 18, column four, 19, headstock four, 20, line shaft three, 21, trapezoidal cutter two; 31, support bar two, 32, motor two, 33, driver three, 34, driver one, 35, driver two, 36, transverse arm one, 37, transverse arm two, 38, drive axle one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, drive axle two, 46, linking arm, 47, drive axle three.
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 rectangular pile pile-formation machine.
T stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4; Concrete structure is as follows: the centre of cross bar 1, thus one T steel structure of composition are fixed in the front end of cross bar 2 17, and the center of gravity of T steel structure is fixed in the lower end of support bar 1; The middle lower end of cross bar one is fixed with column 37, the lower end of column three is fixed with motor 1, the lower end of motor one is fixed with headstock 33, the left end bottom of cross bar one is fixed with column 1, the lower end of column one is fixed with headstock 1, and the right-hand member bottom of cross bar one is fixed with column 2 11, and the lower end of column two is fixed with headstock 25, the rear end lower of cross bar two is fixed with column 4 18, and the lower end of column four is fixed with headstock 4 19; Headstock one, headstock two, headstock three, headstock four lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 13;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 each line shaft two right-hand member fixes a trapezoidal cutter 1 respectively; Left end one line shaft 3 20 of output of headstock one, the left end of line shaft three fixes a trapezoidal cutter 2 21.
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 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 line shaft three rotation of its left end in operation process; Headstock one, headstock two, headstock three, headstock four drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is stirred with cement mortar by four drill bits 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 mixing arm will stir with cement mortar less than the part earth of bit diameter between each two drill bit in rotation process; Two line shafts two drive trapezoidal cutter one rotation on line shaft two respectively in rotation, the soil body of the termination of right part and cement mortar are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, line shaft three drives the trapezoidal cutter two on line shaft three to rotate in rotation, the soil body of the termination of left part and cement mortar are stirred into convex trapezoidal termination by trapezoidal cutter two in rotation, and the recessed trapezoidal termination of right part matches with the convex trapezoidal termination of left part; Support bar one is pressed in process to be formed a left end with convex trapezoidal termination, right-hand member with the soil cement T-shaped grafting stake of recessed trapezoidal termination downwards.
Rectangular pile pile-formation machine includes the structure in Fig. 5, Fig. 6; Concrete structure is as follows: motor 2 32 upper end is fixed in support bar 2 31 lower end, and driver 3 33 upper end is fixed in motor two lower end; Support bar two bottom left end is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driver 1, support bar two bottom right-hand member is fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driver 2 35; Driver one, driver two, driver three lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 13; Being respectively equipped with one between driver three and driver one, between driver three and driver two and drive axle 1, a linking arm 46 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The right back of driver two and right front export one respectively and drive axle 2 44, and the right-hand member of each driving axle two fixes a trapezoidal cutter 1 respectively; The left end of driver one exports one and drives axle three, drives the left end of axle three to fix a trapezoidal cutter two.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is also provided with high-pressure pump, during work, each drill bit is injected separately into water under high pressure by high-pressure pump, motor two drives driver three operating, driver three is by driving the rotation of axle one to drive driver one, driver two to operate in operation process, and driver two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process;Driver one is on-stream drives axle three to rotate, driver one, driver two, driver three drive drill bit to rotate respectively through the drilling rod of its lower end, and the soil cutting of its lower end is stirred by three drill bits in rotation, two drive axle one to drive two linking arms on each driving axle one to drive stirring cutter around driving axle one rotation in rotation respectively, stir cutter to stir less than the part soil cutting of bit diameter between each two drill bit in rotation process, two drive axle two to drive the trapezoidal cutter one on axle two to rotate in rotation respectively, the soil cutting of the termination of right part is become recessed trapezoidal termination by trapezoidal cutter one in rotation, axle three is driven to drive the trapezoidal cutter two on axle three to rotate in rotation, the soil cutting of the termination of left part is become convex trapezoidal termination by trapezoidal cutter two in rotation, the recessed trapezoidal termination of right part matches with the convex trapezoidal termination of left part, the soil body of cutting is mixed in mud, mud flows out from hole, and support bar two is pressed in process one left end of formation with convex trapezoidal termination, right-hand member with the hole of recessed trapezoidal termination downwards.
T stake pile-formation machine is as follows with rectangular pile pile-formation machine associated working process: first in the original position needing pile axis, a soil cement T-shaped grafting stake is manufactured according to the working method of above-mentioned T stake pile-formation machine with T stake pile-formation machine, distance on the right side of this soil cement T-shaped grafting stake, one the rectangle grafting stake in interval remanufactures second soil cement T-shaped grafting stake, so manufacture one, multiple intervals rectangle grafting pilespacing from multiple soil cement T-shaped grafting stakes, when the soil cement of the T-shaped grafting stake on both sides reaches some strength, again in the spacing between each two soil cement T-shaped grafting stake, a rectangular opening is manufactured according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, casting concrete in this rectangular opening, form concrete rectangular grafting stake, the convex trapezoidal termination making the concrete rectangular grafting stake left end between each two soil cement T-shaped grafting stake is fit to the recessed trapezoidal termination of left side soil cement T-shaped grafting stake right-hand member, the recessed trapezoidal termination of concrete rectangular grafting stake right-hand member is fit to the convex trapezoidal termination of the right soil cement T-shaped grafting stake left end, the piling wall of the mutual trapezoidal grafting of concrete rectangular grafting stake being thusly-formed between multiple soil cement T-shaped grafting stake and each two soil cement T-shaped grafting stake, gear soil for building basis, antiseep.
Claims (1)
1. T stake and the trapezoidal docking device of rectangular pile, including T stake pile-formation machine and rectangular pile pile-formation machine;
The concrete structure of T stake pile-formation machine includes: 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 13; 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 each line shaft two right-hand member fixes a trapezoidal cutter 1 respectively; Left end one line shaft 3 20 of output of headstock one, the left end of line shaft three fixes a trapezoidal cutter 2 21;
During the work of T stake pile-formation machine, grouting pump is to each drill bit 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 line shaft three rotation of its left end in operation process; Headstock one, headstock two, headstock three, headstock four drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is stirred with cement mortar by four drill bits 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 mixing arm will stir with cement mortar less than the part earth of bit diameter between each two drill bit in rotation process; Two line shafts two drive trapezoidal cutter one rotation on line shaft two respectively in rotation, the soil body of the termination of right part and cement mortar are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, line shaft three drives the trapezoidal cutter two on line shaft three to rotate in rotation, the soil body of the termination of left part and cement mortar are stirred into convex trapezoidal termination by trapezoidal cutter two in rotation, and the recessed trapezoidal termination of right part matches with the convex trapezoidal termination of left part; Support bar one is pressed in process to be formed a left end with convex trapezoidal termination, right-hand member with the soil cement T-shaped grafting stake of recessed trapezoidal termination downwards;
The concrete structure of rectangular pile pile-formation machine includes: motor 2 32 upper end is fixed in support bar 2 31 lower end, and driver 3 33 upper end is fixed in motor two lower end; Support bar two bottom left end is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driver 1, support bar two bottom right-hand member is fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driver 2 35; Driver one, driver two, driver three lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 13; Being respectively equipped with one between driver three and driver one, between driver three and driver two and drive axle 1, a linking arm 46 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The right back of driver two and right front export one respectively and drive axle 2 44, and the right-hand member of each driving axle two fixes a trapezoidal cutter 1 respectively; The left end of driver one exports one and drives axle three, drives the left end of axle three to fix a trapezoidal cutter two;
During the work of rectangular pile pile-formation machine, each drill bit is injected separately into water under high pressure by high-pressure pump, motor two drives driver three operating, driver three is by driving the rotation of axle one to drive driver one, driver two to operate in operation process, and driver two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process, driver one is on-stream drives axle three to rotate, driver one, driver two, driver three drive drill bit to rotate respectively through the drilling rod of its lower end, and the soil cutting of its lower end is stirred by three drill bits in rotation, two drive axle one to drive two linking arms on each driving axle one to drive stirring cutter around driving axle one rotation in rotation respectively, stir cutter to stir less than the part soil cutting of bit diameter between each two drill bit in rotation process, two drive axle two to drive the trapezoidal cutter one on axle two to rotate in rotation respectively, the soil cutting of the termination of right part is become recessed trapezoidal termination by trapezoidal cutter one in rotation, axle three is driven to drive the trapezoidal cutter two on axle three to rotate in rotation, the soil cutting of the termination of left part is become convex trapezoidal termination by trapezoidal cutter two in rotation, the recessed trapezoidal termination of right part matches with the convex trapezoidal termination of left part, the soil body of cutting is mixed in mud, mud flows out from hole, and support bar two is pressed in process one left end of formation with convex trapezoidal termination, right-hand member with the hole of recessed trapezoidal termination downwards,
It is characterized in that: T stake pile-formation machine and rectangular pile pile-formation machine associated working process: first in the original position needing pile axis, a soil cement T-shaped grafting stake is manufactured according to the working method of above-mentioned T stake pile-formation machine with T stake pile-formation machine, distance on the right side of this soil cement T-shaped grafting stake, one the rectangle grafting stake in interval remanufactures second soil cement T-shaped grafting stake, so manufacture one, multiple intervals rectangle grafting pilespacing from multiple soil cement T-shaped grafting stakes;When the soil cement of the T-shaped grafting stake on both sides reaches some strength, again in the spacing between each two soil cement T-shaped grafting stake, a rectangular opening is manufactured according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, casting concrete in this rectangular opening, form concrete rectangular grafting stake, the convex trapezoidal termination making the concrete rectangular grafting stake left end between each two soil cement T-shaped grafting stake is fit to the recessed trapezoidal termination of left side soil cement T-shaped grafting stake right-hand member, the recessed trapezoidal termination of concrete rectangular grafting stake right-hand member is fit to the convex trapezoidal termination of the right soil cement T-shaped grafting stake left end, the piling wall of the mutual trapezoidal grafting of concrete rectangular grafting stake being thusly-formed between multiple soil cement T-shaped grafting stake and each two soil cement T-shaped grafting stake, gear soil for building basis, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012436.3A CN105672257A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal inserting-connection equipment for T-shaped piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012436.3A CN105672257A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal inserting-connection equipment for T-shaped piles and rectangular piles |
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| Publication Number | Publication Date |
|---|---|
| CN105672257A true CN105672257A (en) | 2016-06-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012436.3A Withdrawn CN105672257A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal inserting-connection equipment for T-shaped piles and rectangular piles |
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| CN (1) | CN105672257A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421416A (en) * | 2015-12-31 | 2016-03-23 | 刘玉秋 | Trapezoidal insertion-connection equipment for T-shaped piles and rectangular piles |
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- 2015-12-31 CN CN201511012436.3A patent/CN105672257A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421416A (en) * | 2015-12-31 | 2016-03-23 | 刘玉秋 | Trapezoidal insertion-connection equipment for T-shaped piles and rectangular piles |
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Application publication date: 20160615 |