CN105507288A - V-shaped inserting and buckling equipment for T-shaped piles and rectangular piles - Google Patents
V-shaped inserting and buckling equipment for T-shaped piles and rectangular piles Download PDFInfo
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- CN105507288A CN105507288A CN201511012404.3A CN201511012404A CN105507288A CN 105507288 A CN105507288 A CN 105507288A CN 201511012404 A CN201511012404 A CN 201511012404A CN 105507288 A CN105507288 A CN 105507288A
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- headstock
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- rotation
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- 239000002689 soil Substances 0.000 claims abstract description 22
- 238000000034 method Methods 0.000 claims description 23
- 238000005553 drilling Methods 0.000 claims description 17
- 238000003756 stirring Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000005484 gravity Effects 0.000 claims description 3
- 239000004568 cement Substances 0.000 description 3
- 238000005516 engineering process Methods 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
- E02D5/22—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
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- 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
-
- 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
- E02D2200/1635—Shapes rectangular made from single element
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)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides V-shaped inserting and buckling equipment for T-shaped piles and rectangular piles. The T-shaped concrete inserting and buckling piles at the interval of one rectangular inserting and buckling pile are manufactured; when concrete of the T-shaped inserting and buckling piles on the two sides reaches certain strength, a rectangular hole is formed in the interval between every two T-shaped concrete inserting and buckling piles through a rectangular pile forming machine in the working mode of the rectangular pile forming machine, concrete is poured into the rectangular holes, the rectangular concrete inserting and buckling piles are formed, a convex V-shaped end at the left end of the rectangular concrete inserting and buckling pile between every two T-shaped concrete inserting and buckling piles is matched with a concave V-shaped end at the right end of the T-shaped concrete inserting and buckling pile on the left side, a convex V-shaped end at the right end of the rectangular concrete inserting and buckling pile between every two T-shaped concrete inserting and buckling piles is matched with a concave V-shaped end at the left end of the T-shaped concrete inserting and buckling pile on the right side, and therefore a pile wall formed by V-shaped inserting and buckling of the T-shaped concrete inserting and buckling piles and the rectangular concrete inserting and buckling pile between every two T-shaped concrete inserting and buckling piles is formed and used for soil retaining and leakage defending for a building foundation.
Description
Technical field
The present invention relates to the T stake and rectangular pile V-arrangement eye-splice equipment that use in a kind of V-arrangement eye-splice equipment, particularly a kind of building foundation engineering.
Background technology
Cement-soil pile forming machine is by the multiple drill bit rotational of power drive, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, formed by the Soil-cement rig of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not the mutual eye-splice piling wall of T-shaped concrete pile and rectangular concrete pile.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of T stake and the rectangular pile V-arrangement eye-splice equipment that can manufacture T-shaped concrete pile body and the mutual V-arrangement eye-splice of Rectangular Concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of T stake and rectangular pile V-arrangement eye-splice equipment, comprise T stake pile forming machine and rectangular pile pile forming machine.
T stake pile forming machine comprises following structure: the front end of cross bar two is fixed on the centre of cross bar one, is formed a T steel structure thus, 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; The lower end of headstock one, headstock two, headstock three, headstock four is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; A line shaft one 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 2 14 respectively, and this each line shaft two left end fixes a triangular knife one respectively.
Rectangular pile pile forming machine comprises 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; The lower end of driver one, driver two, driver three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Be respectively equipped with a driving shaft one between driver three and driver one, between driver three and driver two, a linking arm is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter respectively; The left end of driver one exports a driving shaft two, and the left end of this driving shaft two fixes a triangular knife two, and the right-hand member of driver two exports a driving shaft two, and the right-hand member of this driving shaft two fixes a triangular knife two.
The present invention has following feature:
The present invention can manufacture the piling wall of T-shaped concrete pile body and the mutual V-arrangement eye-splice of Rectangular Concrete pile body, for gear soil, the antiseepage of building foundation.
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 forming machine;
Fig. 2 is A-A direction view of Fig. 1;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 is C-C direction view of Fig. 1;
Fig. 5 is the structural representation of rectangular pile pile forming machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is the cross-sectional view of T stake and the eye-splice of rectangular pile V-arrangement.
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, triangular knife one, 16, link arm, 17, cross bar two, 18, column four, 19, headstock four, 21, triangular knife 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, driving shaft one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, driving shaft two, 46, linking arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises T stake pile forming machine and rectangular pile pile forming machine.
T stake pile forming machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4; Concrete structure is as follows: the front end of cross bar 2 17 is fixed on the centre of cross bar 1, is formed a T steel structure thus, 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; The lower end of headstock one, headstock two, headstock three, headstock four is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; A line shaft 1 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 one 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 forming machine is as follows: during work, grouting pump pours into water under high pressure respectively to each drill bit, motor one drives headstock three running, headstock three operates respectively by the rotating drive headstock one of left and right, rear three line shafts one, headstock two, headstock four in operation process, headstock two drives the relative synchronous axial system of line shaft two of the line shaft two of right back and right front respectively in operation process, and headstock one drives the relative synchronous axial system of line shaft two of the line shaft two of left back and left front respectively in operation process; Headstock one, headstock two, headstock three, headstock four drive drill bit rotational respectively by the drilling rod of its lower end, and the soil cutting of its lower end stirs by four drill bits in rotation; Three line shafts one drive two link arms on each line shaft one to drive the rotation of mixing arm moving mechanical axis one respectively in rotation, and the part soil cutting being less than bit diameter between every two drill bits stirs by mixing arm in rotation process; Two line shafts two of right part drive two triangular knifes one rotation of right part respectively in rotation, the soil cutting of the termination of right part is become recessed V-arrangement termination by these two triangular knifes one in rotation, two line shafts two of left part drive two triangular knifes one rotation of left part respectively in rotation, and the soil cutting of the termination of left part is become recessed V-arrangement termination by these two triangular knifes one in rotation; Support bar one is compressed into process and is formed about one two ends respectively with the T-shaped hole of recessed V-arrangement termination downwards.
Rectangular pile pile forming machine comprises 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; The lower end of driver one, driver two, driver three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a driving shaft 1 between driver three and driver one, between driver three and driver two, a linking arm 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The left end of driver one exports a driving shaft 2 44, and the left end of this driving shaft two fixes a triangular knife 2 21, and the right-hand member of driver two exports a driving shaft two, and the right-hand member of this driving shaft two fixes a triangular knife two.
The specific works mode of rectangular pile pile forming machine is as follows: rectangular pile pile forming machine is also provided with high-pressure pump, during work, high-pressure pump injects water under high pressure respectively to each drill bit, motor two drives driver three running, and driver three is operated by the rotating drive driver one of driving shaft one, driver two in operation process; The driving shaft two of the on-stream driving left end of driver one rotates, and the driving shaft two of the on-stream driving right-hand member of driver two rotates; Driver one, driver two, driver three drive drill bit rotational respectively by the drilling rod of its lower end, and the soil cutting of its lower end stirs by three drill bits in rotation; Two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part soil cutting being less than bit diameter between every two drill bits to be stirred, the driving shaft two of right-hand member drives triangular knife two rotation of right-hand member in rotation, and the soil cutting of the termination of right part is become convex V-arrangement termination by the triangular knife two of right-hand member in rotation; The driving shaft two of left end drives triangular knife two rotation of left end in rotation, and the soil cutting of the termination of left part is become convex V-arrangement termination by the triangular knife two of left end in rotation; Support bar two is compressed into process and is formed about one two ends respectively with the rectangular opening of convex V-arrangement termination downwards.
The recessed V-arrangement termination at T-shaped eye-splice stake two ends and the convex V-arrangement termination at rectangle eye-splice stake two ends coincide.
T stake pile forming machine and rectangular pile pile forming machine associated working process as follows: first in the original position needing pile axis, a T-shaped hole is manufactured according to the working method of above-mentioned T stake pile forming machine with T stake pile forming machine, concreting, the stake of formation concrete T-shaped socket in this T-shaped hole, on the right side of this concrete T-shaped eye-splice stake, the distance of the rectangle eye-splice stake in interval manufactures second concrete T-shaped eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple concrete T-shaped eye-splice stakes, when the concrete of the T-shaped eye-splice stake on both sides reaches some strength, in spacing again between every two concrete T-shaped eye-splice stakes, a rectangular opening is manufactured according to the working method of above-mentioned rectangular pile pile forming machine with rectangular pile pile forming machine, concreting in this rectangular opening, form concrete rectangular eye-splice stake, the convex V-arrangement termination of the concrete rectangular eye-splice stake left end between every two concrete T-shaped eye-splice stakes is made to be fit to the recessed V-arrangement termination of left side concrete T-shaped eye-splice stake right-hand member, the convex V-arrangement termination of concrete rectangular eye-splice stake right-hand member is fit to the recessed V-arrangement termination of the right concrete T-shaped eye-splice stake left end, the piling wall of the mutual V-arrangement eye-splice of concrete rectangular eye-splice stake between the eye-splice stake of formation like this multiple concrete T-shaped and every two concrete T-shaped eye-splice stakes, for the gear soil of building foundation, antiseep.
Claims (1)
1. T stake and a rectangular pile V-arrangement eye-splice equipment, comprise T stake pile forming machine and rectangular pile pile forming machine;
It is characterized in that: the concrete structure of T stake pile forming machine comprises: the front end of cross bar 2 17 is fixed on the centre of cross bar 1, is formed a T steel structure thus, 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; The lower end of headstock one, headstock two, headstock three, headstock four is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; A line shaft 1 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 one respectively;
During the work of T stake pile forming machine, grouting pump pours into water under high pressure respectively to each drill bit, motor one drives headstock three running, headstock three operates respectively by the rotating drive headstock one of left and right, rear three line shafts one, headstock two, headstock four in operation process, headstock two drives the relative synchronous axial system of line shaft two of the line shaft two of right back and right front respectively in operation process, and headstock one drives the relative synchronous axial system of line shaft two of the line shaft two of left back and left front respectively in operation process; Headstock one, headstock two, headstock three, headstock four drive drill bit rotational respectively by the drilling rod of its lower end, and the soil cutting of its lower end stirs by four drill bits in rotation; Three line shafts one drive two link arms on each line shaft one to drive the rotation of mixing arm moving mechanical axis one respectively in rotation, and the part soil cutting being less than bit diameter between every two drill bits stirs by mixing arm in rotation process; Two line shafts two of right part drive two triangular knifes one rotation of right part respectively in rotation, the soil cutting of the termination of right part is become recessed V-arrangement termination by these two triangular knifes one in rotation, two line shafts two of left part drive two triangular knifes one rotation of left part respectively in rotation, and the soil cutting of the termination of left part is become recessed V-arrangement termination by these two triangular knifes one in rotation; Support bar one is compressed into process and is formed about one two ends respectively with the T-shaped hole of recessed V-arrangement termination downwards;
The concrete structure of rectangular pile pile forming machine comprises: 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; The lower end of driver one, driver two, driver three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a driving shaft 1 between driver three and driver one, between driver three and driver two, a linking arm 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The left end of driver one exports a driving shaft 2 44, and the left end of this driving shaft two fixes a triangular knife 2 21, and the right-hand member of driver two exports a driving shaft two, and the right-hand member of this driving shaft two fixes a triangular knife two;
During the work of rectangular pile pile forming machine, high-pressure pump injects water under high pressure respectively to each drill bit, and motor two drives driver three running, and driver three is operated by the rotating drive driver one of driving shaft one, driver two in operation process; The driving shaft two of the on-stream driving left end of driver one rotates, and the driving shaft two of the on-stream driving right-hand member of driver two rotates; Driver one, driver two, driver three drive drill bit rotational respectively by the drilling rod of its lower end, and the soil cutting of its lower end stirs by three drill bits in rotation; Two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part soil cutting being less than bit diameter between every two drill bits to be stirred, the driving shaft two of right-hand member drives triangular knife two rotation of right-hand member in rotation, and the soil cutting of the termination of right part is become convex V-arrangement termination by the triangular knife two of right-hand member in rotation; The driving shaft two of left end drives triangular knife two rotation of left end in rotation, and the soil cutting of the termination of left part is become convex V-arrangement termination by the triangular knife two of left end in rotation; Support bar two is compressed into process and is formed about one two ends respectively with the rectangular opening of convex V-arrangement termination downwards;
T stake pile forming machine and rectangular pile pile forming machine associated working process: first in the original position needing pile axis, a T-shaped hole is manufactured according to the working method of above-mentioned T stake pile forming machine with T stake pile forming machine, concreting, the stake of formation concrete T-shaped socket in this T-shaped hole, on the right side of this concrete T-shaped eye-splice stake, the distance of the rectangle eye-splice stake in interval manufactures second concrete T-shaped eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple concrete T-shaped eye-splice stakes, when the concrete of the T-shaped eye-splice stake on both sides reaches some strength, in spacing again between every two concrete T-shaped eye-splice stakes, a rectangular opening is manufactured according to the working method of above-mentioned rectangular pile pile forming machine with rectangular pile pile forming machine, concreting in this rectangular opening, form concrete rectangular eye-splice stake, the convex V-arrangement termination of the concrete rectangular eye-splice stake left end between every two concrete T-shaped eye-splice stakes is made to be fit to the recessed V-arrangement termination of left side concrete T-shaped eye-splice stake right-hand member, the convex V-arrangement termination of concrete rectangular eye-splice stake right-hand member is fit to the recessed V-arrangement termination of the right concrete T-shaped eye-splice stake left end, the piling wall of the mutual V-arrangement eye-splice of concrete rectangular eye-splice stake between the eye-splice stake of formation like this multiple concrete T-shaped and every two concrete T-shaped eye-splice stakes, for the gear soil of building foundation, antiseep.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201511012404.3A CN105507288A (en) | 2015-12-31 | 2015-12-31 | V-shaped inserting and buckling equipment for T-shaped piles and rectangular piles |
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CN201511012404.3A CN105507288A (en) | 2015-12-31 | 2015-12-31 | V-shaped inserting and buckling equipment for T-shaped piles and rectangular piles |
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CN105507288A true CN105507288A (en) | 2016-04-20 |
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CN201511012404.3A Withdrawn CN105507288A (en) | 2015-12-31 | 2015-12-31 | V-shaped inserting and buckling equipment for T-shaped piles and rectangular piles |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105442566A (en) * | 2015-12-31 | 2016-03-30 | 刘玉秋 | V-shaped buckling equipment with T-shaped piles and rectangular piles |
CN105568984A (en) * | 2015-12-31 | 2016-05-11 | 刘玉秋 | V-shaped inserting and buckling device for T-shaped piles and rectangular piles |
Citations (2)
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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 |
CN105019446A (en) * | 2015-08-09 | 2015-11-04 | 宋姝娴 | Using method of round-head T-shaped pile manufacturing equipment |
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2015
- 2015-12-31 CN CN201511012404.3A patent/CN105507288A/en not_active Withdrawn
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
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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 |
CN105019446A (en) * | 2015-08-09 | 2015-11-04 | 宋姝娴 | Using method of round-head T-shaped pile manufacturing equipment |
Non-Patent Citations (1)
Title |
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刘古岷等: "《桩工机械》", 31 May 2001, 机械工业出版社 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105442566A (en) * | 2015-12-31 | 2016-03-30 | 刘玉秋 | V-shaped buckling equipment with T-shaped piles and rectangular piles |
CN105568984A (en) * | 2015-12-31 | 2016-05-11 | 刘玉秋 | V-shaped inserting and buckling device for T-shaped piles and rectangular piles |
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Application publication date: 20160420 |