CN105735273A - Device for manufacturing pile walls with triangular piles in inserted connection with cross piles - Google Patents

Device for manufacturing pile walls with triangular piles in inserted connection with cross piles Download PDF

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Publication number
CN105735273A
CN105735273A CN201610143397.9A CN201610143397A CN105735273A CN 105735273 A CN105735273 A CN 105735273A CN 201610143397 A CN201610143397 A CN 201610143397A CN 105735273 A CN105735273 A CN 105735273A
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Prior art keywords
pile
transmission case
triangular
fixed
bar
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Pending
Application number
CN201610143397.9A
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Chinese (zh)
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陈兆英
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陈兆英
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Priority to CN201610143397.9A priority Critical patent/CN105735273A/en
Publication of CN105735273A publication Critical patent/CN105735273A/en
Pending legal-status Critical Current

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    • 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
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • 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
    • E02D2200/165Shapes polygonal
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/1678Shapes triangular
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/002Concrete
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/0023Slurry

Abstract

A device for manufacturing pile walls with triangular piles in inserted connection with cross piles comprises a cross pile forming machine and a triangular pile forming machine, multiple concrete triangular piles are manufactured, and every two adjacent concrete triangular piles are spaced by one cross pile; when concrete of the triangular piles on two sides reaches certain strength, one cemented soil cross pile is manufactured in the distance between the every two adjacent triangular piles by the cross pile forming machine as per the working manner of the cross pile forming machine, concave V-shapes at two ends of each cross pile are matched with convex V-shapes of the triangular piles at two ends of the cross pile, and thus the pile walls are formed by zigzag inserting connection of the multiple concrete triangular piles with the cemented soil cross piles between the every two triangular piles and are used for blocking soil and preventing leakage for a building foundation pit.

Description

Triangular pile manufactures device with cross pile grafting piling wall
Technical field
The present invention relates to a kind of pile body grafting piling wall and manufacture triangular pile and the cross pile grafting piling wall manufacture device of the piling wall that the manufacture used in device, particularly a kind of foundation engineering is mutually inserted.
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, be presently used for building foundation pit gear soil, the cement-soil pile of Anti-seeping technology is all formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of triangular pile that can manufacture the mutual V-arrangement grafting of piling wall manufactures device with cross pile grafting piling wall.
The present invention is achieved through the following technical solutions:
A kind of triangular pile manufactures device with cross pile grafting piling wall, including cross pile pile-formation machine and triangular pile pile-formation machine.
Cross pile pile-formation machine includes following structure: being pressed into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with transmission case five;It is pressed into bar one bottom left end and is fixed with cross bar one, cross bar one left end bottom is fixed with armstand one, armstand one lower end is fixed with transmission case one, it is pressed into bar one bottom right-hand member and is fixed with cross bar two, cross bar two right-hand member bottom is fixed with armstand two, armstand two lower end is fixed with transmission case two, it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar three, cross bar three front lower portion is fixed with armstand three, armstand three lower end is fixed with transmission case three, being pressed into rear end, bar one bottom and be fixed with cross bar four, cross bar four rear end lower is fixed with armstand four, and armstand four lower end is fixed with transmission case four;Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod one, each drilling rod one lower end fixes a drill bit one respectively;It is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle one, it is connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turns round axle two, the both sides of each torsion axle one are respectively equipped with a stirring knife one, each stirring knife one is fixed on the torsion axle one at its place by a tool arm, the both sides of each torsion axle two are respectively equipped with a stirring knife two, and each stirring knife two is fixed on the torsion axle two at its place by a tool arm;;The right back of transmission case two and right front export one respectively and turn round axle three, the right-hand member of this each torsion axle three fixes a triangular knife one respectively, the left back of transmission case one and left front export one respectively and turn round axle three, and the left end of this each torsion axle three fixes a triangular knife one respectively.
Triangular pile pile-formation machine includes following structure: the upper end of the lower end fixed motor two of drilling rod two, and motor two lower end is provided with change speed gear box, and the output shaft of change speed gear box lower end is fixed with drill bit two;Change speed gear box to left front portion, right front portion, rear portion export a line shaft respectively, the outer end of each line shaft fixes a triangular knife two respectively.
The present invention has following feature:
The present invention can manufacture the piling wall of multiple soil cement cross pile and the mutual V-arrangement socket connection of multiple concrete triangular piles;For building foundation pit gear soil, antiseep.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of cross pile pile-formation machine;
Fig. 2 is the rearview of cross pile pile-formation machine;
Fig. 3 is the A A direction view of Fig. 1;
Fig. 4 is the B B view of Fig. 1;
Fig. 5 is the structural representation of triangular pile pile-formation machine;
Fig. 6 is the D D view of Fig. 5;
Fig. 7 is the cross-sectional view of the piling wall that cross pile is formed with the mutual V-arrangement grafting of triangular pile.
In figure: 1, be pressed into bar one, 2, motor one, 3, transmission case five, 4, transmission case one, 5, transmission case two, 6, cross bar one, 7, cross bar two, 8, turn round axle one, 9, stirring knife one, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, cross bar three, 15, armstand three, 16, transmission case three, 17, cross bar four, 18, armstand four, 19, transmission case four, 20, turn round axle two, 21, tool arm, 22, stirring knife two, 23, turn round axle three, 24, triangular knife one;31, drilling rod two, 32, motor two, 33, change speed gear box, 34, drill bit two, 35, line shaft, 36, triangular knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes cross pile pile-formation machine and triangular pile pile-formation machine.
Cross pile pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4;Concrete structure is as follows: being pressed into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with transmission case 53;It is pressed into bar one bottom left end and is fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand one lower end is fixed with transmission case 1, it is pressed into bar one bottom right-hand member and is fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two lower end is fixed with transmission case 25, it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three lower end is fixed with transmission case 3 16, it is pressed into rear end, bar one bottom and is fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, armstand four lower end is fixed with transmission case 4 19;Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod 1, each drilling rod one lower end fixes a drill bit 1 respectively;It is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle 1, it is connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turns round axle 2 20, the both sides of each torsion axle one are respectively equipped with a stirring knife 1, each stirring knife one is fixed on the torsion axle one at its place by a tool arm 21, the both sides of each torsion axle two are respectively equipped with a stirring knife 2 22, and each stirring knife two is fixed on the torsion axle two at its place by a tool arm;The right back of transmission case two and right front export one respectively and turn round axle 3 23, the right-hand member of this each torsion axle three fixes a triangular knife 1 respectively, the left back of transmission case one and left front export one respectively and turn round axle 3 23, and the left end of this each torsion axle three fixes a triangular knife 1 respectively.
The specific works mode of cross pile pile-formation machine is as follows: be also equipped with provisions for grouting on pile frame, during work, provisions for grouting is to each drill bit one grout injection respectively, it is pressed into bar one during work to apply downward to be pressed into power, motor one drives transmission case five operating, transmission case five is on-stream drives transmission case one and transmission case two operating respectively by the two of left and right rotations turning round axle one, and transmission case five is on-stream drives transmission case three and transmission case four operating respectively by the two of front and back rotations turning round axle two;Transmission case two drives two of right-hand member to turn round axle three in operation process and drives two triangular knifes one rotation of right-hand member, and transmission case one drives two of left end to turn round axle three in operation process and drives two triangular knifes one rotation of left end;An on-stream drill bit one rotation driven respectively through a drilling rod one under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five;Turn round axle one for two drives stirring knife one to rotate respectively through tool arm thereon in rotation, turns round axle two for two and drives stirring knife two to rotate respectively through tool arm thereon in rotation;The earth of its underpart is cut and cement mortar stirring by five drill bits one in rotation, and the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals in left and right is stirred with cement mortar by stirring knife one in rotation process;The unhewn soil cutting of drill bit one between two common tangents of former and later two drill bit one cylindricals is stirred with cement mortar by stirring knife two in rotation process;The soil cutting of right-hand member and cement mortar are stirred into recessed V-arrangement termination by two triangular knifes one of right-hand member in rotation, and the soil cutting of left end and cement mortar are stirred into recessed V-arrangement termination by two triangular knifes one of left end in rotation;It is pressed into bar one to be pressed in process downwards and form about one two ends be respectively provided with the soil cement cross pile of recessed V-arrangement termination.
Triangular pile pile-formation machine includes the structure in Fig. 3, Fig. 4;Concrete structure is as follows: the upper end of the lower end fixed motor 2 32 of drilling rod 2 31, and motor two lower end is provided with change speed gear box 33, and the output shaft of change speed gear box lower end is fixed with drill bit 2 34;Change speed gear box to left front portion, right front portion, rear portion export a line shaft 35 respectively, the outer end of each line shaft fixes a triangular knife 2 36 respectively.
The specific works mode of triangular pile pile-formation machine is as follows: during work, drill bit two is irrigated water under high pressure by grouting pump, and motor two drives change speed gear box to operate, and change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end;Change speed gear box drive respectively in operation process left front portion, right front portion, rear portion line shaft drive the rotation of a triangular knife two respectively, three triangular knifes two in rotary course by the soil cutting at three angles;The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two is formed tri-angle-holed in being pressed into process, at this tri-angle-holed middle casting concrete, formation concrete triangular pile.
The convex V-arrangement at three angles of triangular pile is identical with the recessed V-arrangement at two ends, cross pile left and right.
The working method that cross pile pile-formation machine manufactures grafting piling wall with triangular pile pile-formation machine associated working is as follows: in the original position needing pile axis, first concrete triangular pile is manufactured according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine, distance at one cross pile in right lateral side interval of first triangular pile manufactures second concrete triangular pile, distance at one cross pile in forward right side interval of second triangular pile manufactures the 3rd concrete triangular pile, distance at one cross pile in right lateral side interval of the 3rd triangular pile manufactures the 4th concrete triangular pile, so manufacture the concrete triangular pile of one the cross pile distance in multiple intervals;When the concrete strength of the triangular pile on both sides reaches a timing, again in the distance between the triangular pile that each two is adjacent, manufacture a soil cement cross pile with cross pile pile-formation machine according to the working method of above-mentioned cross pile pile-formation machine, the recessed V-arrangement making each cross pile two ends is fit to the convex V-arrangement of the triangular pile at cross pile two ends, the piling wall of the mutual broken line socket connection of soil cement cross pile being thusly-formed between multiple concrete triangular pile and each two triangular pile, for the gear soil of building foundation pit, antiseep.

Claims (2)

1. triangular pile manufactures a device with cross pile grafting piling wall, including cross pile pile-formation machine and triangular pile pile-formation machine, it is characterised in that:
The concrete structure of cross pile pile-formation machine includes: being pressed into bar one (1) lower end and be fixed on motor one (2) upper end, motor one lower end is fixed with transmission case five (3);It is pressed into bar one bottom left end and is fixed with cross bar one (6), cross bar one left end bottom is fixed with armstand one (10), armstand one lower end is fixed with transmission case one (4), it is pressed into bar one bottom right-hand member and is fixed with cross bar two (7), cross bar two right-hand member bottom is fixed with armstand two (11), armstand two lower end is fixed with transmission case two (5), it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar three (14), cross bar three front lower portion is fixed with armstand three (15), armstand three lower end is fixed with transmission case three (16), it is pressed into rear end, bar one bottom and is fixed with cross bar four (17), cross bar four rear end lower is fixed with armstand four (18), armstand four lower end is fixed with transmission case four (19);Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod one (12), each drilling rod one lower end fixes a drill bit one (13) respectively;It is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle one (8), it is connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turns round axle two (20), the both sides of each torsion axle one are respectively equipped with a stirring knife one (9), each stirring knife one is fixed on the torsion axle one at its place by a tool arm (21), the both sides of each torsion axle two are respectively equipped with a stirring knife two (22), and each stirring knife two is fixed on the torsion axle two at its place by a tool arm;The right back of transmission case two and right front export one respectively and turn round axle three (23), the right-hand member of this each torsion axle three fixes a triangular knife one (24) respectively, the left back of transmission case one and left front export one respectively and turn round axle three (23), and the left end of this each torsion axle three fixes a triangular knife one (24) respectively;
The specific works mode of cross pile pile-formation machine: during the work of cross pile pile-formation machine, provisions for grouting is to each drill bit one grout injection respectively, it is pressed into bar one during work to apply downward to be pressed into power, motor one drives transmission case five operating, transmission case five is on-stream drives transmission case one and transmission case two operating respectively by the two of left and right rotations turning round axle one, and transmission case five is on-stream drives transmission case three and transmission case four operating respectively by the two of front and back rotations turning round axle two;Transmission case two drives two of right-hand member to turn round axle three in operation process and drives two triangular knifes one rotation of right-hand member, and transmission case one drives two of left end to turn round axle three in operation process and drives two triangular knifes one rotation of left end;An on-stream drill bit one rotation driven respectively through a drilling rod one under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five;Turn round axle one for two drives stirring knife one to rotate respectively through tool arm thereon in rotation, turns round axle two for two and drives stirring knife two to rotate respectively through tool arm thereon in rotation;The earth of its underpart is cut and cement mortar stirring by five drill bits one in rotation, and the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals in left and right is stirred with cement mortar by stirring knife one in rotation process;The unhewn soil cutting of drill bit one between two common tangents of former and later two drill bit one cylindricals is stirred with cement mortar by stirring knife two in rotation process;The soil cutting of right-hand member and cement mortar are stirred into recessed V-arrangement termination by two triangular knifes one of right-hand member in rotation, and the soil cutting of left end and cement mortar are stirred into recessed V-arrangement termination by two triangular knifes one of left end in rotation;It is pressed into bar one to be pressed in process downwards and form about one two ends be respectively provided with the soil cement cross pile of recessed V-arrangement termination;
The concrete structure of triangular pile pile-formation machine includes: the upper end of the lower end fixed motor 2 32 of drilling rod 2 31, and motor two lower end is provided with change speed gear box 33, and the output shaft of change speed gear box lower end is fixed with drill bit 2 34;Change speed gear box to left front portion, right front portion, rear portion export a line shaft 35 respectively, the outer end of each line shaft fixes a triangular knife 2 36 respectively;
The specific works mode of triangular pile pile-formation machine: during work, drill bit two is irrigated water under high pressure by grouting pump, and motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end;Change speed gear box drive respectively in operation process left front portion, right front portion, rear portion line shaft drive the rotation of a triangular knife two respectively, three triangular knifes two in rotary course by the soil cutting at three angles;The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two is formed tri-angle-holed in being pressed into process, at this tri-angle-holed middle casting concrete, formation concrete triangular pile;
The working method that cross pile pile-formation machine manufactures grafting piling wall with triangular pile pile-formation machine associated working is as follows: in the original position needing pile axis, first concrete triangular pile is manufactured according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine, distance at one cross pile in right lateral side interval of first triangular pile manufactures second concrete triangular pile, distance at one cross pile in forward right side interval of second triangular pile manufactures the 3rd concrete triangular pile, distance at one cross pile in right lateral side interval of the 3rd triangular pile manufactures the 4th concrete triangular pile, so manufacture the concrete triangular pile of one the cross pile distance in multiple intervals;When the concrete strength of the triangular pile on both sides reaches a timing, again in the distance between the triangular pile that each two is adjacent, manufacture a soil cement cross pile with cross pile pile-formation machine according to the working method of above-mentioned cross pile pile-formation machine, the recessed V-arrangement making each cross pile two ends is fit to the convex V-arrangement of the triangular pile at cross pile two ends, the piling wall of the mutual broken line socket connection of soil cement cross pile being thusly-formed between multiple concrete triangular pile and each two triangular pile, for the gear soil of building foundation pit, antiseep.
2. triangular pile according to claim 1 manufactures device with cross pile grafting grafting piling wall, it is characterised in that: the convex V-arrangement at three angles of triangular pile is identical with the recessed V-arrangement at two ends, cross pile left and right.
CN201610143397.9A 2016-03-14 2016-03-14 Device for manufacturing pile walls with triangular piles in inserted connection with cross piles Pending CN105735273A (en)

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Application Number Priority Date Filing Date Title
CN201610143397.9A CN105735273A (en) 2016-03-14 2016-03-14 Device for manufacturing pile walls with triangular piles in inserted connection with cross piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610143397.9A CN105735273A (en) 2016-03-14 2016-03-14 Device for manufacturing pile walls with triangular piles in inserted connection with cross piles

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105586966A (en) * 2016-03-14 2016-05-18 宗超 Device for manufacturing pile walls with locked and buckled triangular piles and cross piles
CN105586965A (en) * 2016-03-14 2016-05-18 宗超 Device for manufacturing pile walls with buckled triangular piles and cross piles
CN106120741A (en) * 2016-07-13 2016-11-16 于洋 Eye-splice combination V-type rig
CN106759425A (en) * 2017-03-23 2017-05-31 曹全忠 A kind of clamping plate connection stake manufacture machinery
CN106759261A (en) * 2016-12-07 2017-05-31 王德娟 A kind of wall forming machine
CN106869116A (en) * 2017-03-23 2017-06-20 曹全忠 Spigot-and-socket fender post arrangement and method for construction
CN106930310A (en) * 2017-04-26 2017-07-07 沈孝伦 One kind button connects stake scheme
CN107100131A (en) * 2017-04-25 2017-08-29 沈孝伦 Bend the method for construction of riverbank seepproof screen

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Publication number Priority date Publication date Assignee Title
CN1326034A (en) * 2000-05-31 2001-12-12 北京振冲工程股份有限公司 Piling machine with multiple heads and deep stiring for one-pass wall construction and its operating method
JP2010007329A (en) * 2008-06-26 2010-01-14 Sumirin Base Techno Corp Agitating device for columnar improvement
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
CN105133584A (en) * 2015-08-09 2015-12-09 刘玉燕 Socket pile molding device
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1326034A (en) * 2000-05-31 2001-12-12 北京振冲工程股份有限公司 Piling machine with multiple heads and deep stiring for one-pass wall construction and its operating method
JP2010007329A (en) * 2008-06-26 2010-01-14 Sumirin Base Techno Corp Agitating device for columnar improvement
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
CN105133584A (en) * 2015-08-09 2015-12-09 刘玉燕 Socket pile molding device
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105586966A (en) * 2016-03-14 2016-05-18 宗超 Device for manufacturing pile walls with locked and buckled triangular piles and cross piles
CN105586965A (en) * 2016-03-14 2016-05-18 宗超 Device for manufacturing pile walls with buckled triangular piles and cross piles
CN106120741A (en) * 2016-07-13 2016-11-16 于洋 Eye-splice combination V-type rig
CN106759261A (en) * 2016-12-07 2017-05-31 王德娟 A kind of wall forming machine
CN106759425A (en) * 2017-03-23 2017-05-31 曹全忠 A kind of clamping plate connection stake manufacture machinery
CN106869116A (en) * 2017-03-23 2017-06-20 曹全忠 Spigot-and-socket fender post arrangement and method for construction
CN107100131A (en) * 2017-04-25 2017-08-29 沈孝伦 Bend the method for construction of riverbank seepproof screen
CN106930310A (en) * 2017-04-26 2017-07-07 沈孝伦 One kind button connects stake scheme

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Application publication date: 20160706