CN105507284A - Rectangular inserting and buckling equipment for T-shaped piles and rectangular piles - Google Patents

Rectangular inserting and buckling equipment for T-shaped piles and rectangular piles Download PDF

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Publication number
CN105507284A
CN105507284A CN201511012390.5A CN201511012390A CN105507284A CN 105507284 A CN105507284 A CN 105507284A CN 201511012390 A CN201511012390 A CN 201511012390A CN 105507284 A CN105507284 A CN 105507284A
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CN
China
Prior art keywords
headstock
rectangular
driver
rectangle
fixed
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Withdrawn
Application number
CN201511012390.5A
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Chinese (zh)
Inventor
刘玉秋
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Individual
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Individual
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Priority to CN201511012390.5A priority Critical patent/CN105507284A/en
Publication of CN105507284A publication Critical patent/CN105507284A/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/16Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/1628Shapes rectangular
    • E02D2200/1635Shapes rectangular made from single element

Abstract

The invention provides rectangular inserting and buckling equipment for T-shaped piles and rectangular piles. The T-shaped cement soil inserting and buckling piles at the interval of one rectangular inserting and buckling pile are manufactured; when cement soil 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 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 rectangular end at the left end of the rectangular concrete inserting and buckling pile between every two T-shaped cement soil inserting and buckling piles is matched with a concave rectangular end at the right end of the T-shaped cement soil inserting and buckling pile on the left side, a convex rectangular end at the right end of the rectangular concrete inserting and buckling pile between every two T-shaped cement soil inserting and buckling piles is matched with a concave rectangular end at the left end of the T-shaped cement soil inserting and buckling pile on the right side, and therefore a cement soil pile wall formed by rectangular inserting and buckling of the T-shaped cement soil inserting and buckling piles and the rectangular concrete inserting and buckling pile between every two T-shaped cement soil inserting and buckling piles is formed and used for soil retaining and leakage defending for a building foundation.

Description

T stake and rectangular pile rectangle eye-splice equipment
Technical field
The present invention relates to the T stake and rectangular pile rectangle eye-splice equipment that use in a kind of rectangle 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 cement earth 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 rectangle eye-splice equipment that can manufacture T-shaped cement soil pile and the mutual rectangle 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 rectangle 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 rectangle cutter 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 rectangle cutter 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 rectangle cutter 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 rectangle 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 rectangle 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 rectangle.
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, rectangle cutter one, 16, link arm, 17, cross bar two, 18, column four, 19, headstock four, 21, rectangle 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, 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 rectangle cutter 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 rectangle cutter 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 is to each drill bit grout injection respectively, 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 earth of its lower end and cement paste stir 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 earth and cement paste that are less than bit diameter between every two drill bits stir by mixing arm in rotation process; Two line shafts two of right part drive two rectangle cuttves one rotation of right part respectively in rotation, the soil body of the termination of right part and cement paste are stirred into recessed rectangle termination by these two rectangle cuttves one in rotation, two line shafts two of left part drive two rectangle cuttves one rotation of left part respectively in rotation, and the soil body of the termination of left part and cement paste are stirred into recessed rectangle termination by these two rectangle cuttves one in rotation; Support bar one is compressed into process and is formed about one two ends respectively with the cement-soil T-shaped eye-splice stake of recessed rectangle 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 rectangle cutter 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 rectangle cutter 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 rectangle cutter two rotation of right-hand member in rotation, and the soil cutting of the termination of right part is become convex rectangle termination by the rectangle cutter two of right-hand member in rotation; The driving shaft two of left end drives rectangle cutter two rotation of left end in rotation, and the soil cutting of the termination of left part is become convex rectangle termination by the rectangle cutter two of left end in rotation; The soil body cut is mixed in mud, mud flows out from hole, and support bar two is compressed into process and formed about one two ends respectively with the rectangular opening of convex rectangle termination downwards.
The recessed rectangle termination at T-shaped eye-splice stake two ends and the convex rectangle 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 cement-soil T-shaped eye-splice stake is manufactured according to the working method of above-mentioned T stake pile forming machine with T stake pile forming machine, on the right side of this T-shaped eye-splice stake, the distance of the rectangle eye-splice stake in interval manufactures second cement-soil T-shaped eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple cement-soil T-shaped eye-splice stakes, when the soil cement intensity of the T-shaped eye-splice stake on both sides reaches some strength, in spacing again between every two 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 rectangle termination of the concrete rectangular eye-splice stake left end between every two cement-soil T-shaped eye-splice stakes is made to be fit to the recessed rectangle termination of left side cement-soil T-shaped eye-splice stake right-hand member, the convex rectangle termination of concrete rectangular eye-splice stake right-hand member is fit to the recessed rectangle termination of the right cement-soil T-shaped eye-splice stake left end, the cement-soil pile of the mutual rectangle eye-splice of concrete rectangular eye-splice stake between the T-shaped eye-splice stake of formation like this multiple cement-soil and every two cement-soil T-shaped eye-splice stakes, for the gear soil of building foundation, antiseep.

Claims (1)

1. T stake and a rectangular pile rectangle 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 rectangle cutter 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 rectangle cutter one respectively;
During the work of T stake pile forming machine, grouting pump is to each drill bit grout injection respectively, 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 earth of its lower end and cement paste stir 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 earth and cement paste that are less than bit diameter between every two drill bits stir by mixing arm in rotation process; Two line shafts two of right part drive two rectangle cuttves one rotation of right part respectively in rotation, the soil body of the termination of right part and cement paste are stirred into recessed rectangle termination by these two rectangle cuttves one in rotation, two line shafts two of left part drive two rectangle cuttves one rotation of left part respectively in rotation, and the soil body of the termination of left part and cement paste are stirred into recessed rectangle termination by these two rectangle cuttves one in rotation; Support bar one is compressed into process and is formed about one two ends respectively with the cement-soil T-shaped eye-splice stake of recessed rectangle 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 rectangle cutter 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 rectangle cutter 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 rectangle cutter two rotation of right-hand member in rotation, and the soil cutting of the termination of right part is become convex rectangle termination by the rectangle cutter two of right-hand member in rotation; The driving shaft two of left end drives rectangle cutter two rotation of left end in rotation, and the soil cutting of the termination of left part is become convex rectangle termination by the rectangle cutter 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 rectangle 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 cement-soil T-shaped eye-splice stake is manufactured according to the working method of above-mentioned T stake pile forming machine with T stake pile forming machine, on the right side of this T-shaped eye-splice stake, the distance of the rectangle eye-splice stake in interval manufactures second cement-soil T-shaped eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple cement-soil T-shaped eye-splice stakes, when the soil cement intensity of the T-shaped eye-splice stake on both sides reaches some strength, in spacing again between every two 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 rectangle termination of the concrete rectangular eye-splice stake left end between every two cement-soil T-shaped eye-splice stakes is made to be fit to the recessed rectangle termination of left side cement-soil T-shaped eye-splice stake right-hand member, the convex rectangle termination of concrete rectangular eye-splice stake right-hand member is fit to the recessed rectangle termination of the right cement-soil T-shaped eye-splice stake left end, the cement-soil pile of the mutual rectangle eye-splice of concrete rectangular eye-splice stake between the T-shaped eye-splice stake of formation like this multiple cement-soil and every two cement-soil T-shaped eye-splice stakes, for the gear soil of building foundation, antiseep.
CN201511012390.5A 2015-12-31 2015-12-31 Rectangular inserting and buckling equipment for T-shaped piles and rectangular piles Withdrawn CN105507284A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511012390.5A CN105507284A (en) 2015-12-31 2015-12-31 Rectangular inserting and buckling equipment for T-shaped piles and rectangular piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511012390.5A CN105507284A (en) 2015-12-31 2015-12-31 Rectangular inserting and buckling equipment for T-shaped piles and rectangular piles

Publications (1)

Publication Number Publication Date
CN105507284A true CN105507284A (en) 2016-04-20

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CN201511012390.5A Withdrawn CN105507284A (en) 2015-12-31 2015-12-31 Rectangular inserting and buckling equipment for T-shaped piles and rectangular piles

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Citations (2)

* Cited by examiner, † Cited by third party
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
CN105019446A (en) * 2015-08-09 2015-11-04 宋姝娴 Using method of round-head T-shaped pile manufacturing equipment

Patent Citations (2)

* Cited by examiner, † Cited by third party
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
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)

* Cited by examiner, † Cited by third party
Title
刘古岷等: "《桩工机械》", 31 May 2001 *

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