CN105586965A - Device for manufacturing pile walls with buckled triangular piles and cross piles - Google Patents
Device for manufacturing pile walls with buckled triangular piles and cross piles Download PDFInfo
- Publication number
- CN105586965A CN105586965A CN201610143392.6A CN201610143392A CN105586965A CN 105586965 A CN105586965 A CN 105586965A CN 201610143392 A CN201610143392 A CN 201610143392A CN 105586965 A CN105586965 A CN 105586965A
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- Prior art keywords
- pile
- transmission case
- triangular
- cross
- fixed
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
Abstract
A device for manufacturing pile walls with buckled triangular piles and cross piles comprises a cross pile forming machine and a triangular pile forming machine. The multiple concrete triangular piles spaced by the distance of one cross pile are manufactured. When the concrete strength of the triangular piles on the two sides reaches a certain degree, one concrete cross pile is manufactured within the distance between every two adjacent triangular piles through the cross pile forming machine according to the work manner of the above cross pile forming machine, and concave V-shaped parts at the two ends of each cross pile are matched with convex V-shaped parts of the triangular piles at the two ends of the corresponding cross pile. Thus, the pile walls with the multiple concrete triangular piles and the concrete cross piles each arranged between every two triangular piles in buckled connection in a broken line manner are formed. The device is used for soil retaining and leakage preventing of building foundation pits.
Description
Technical field
Triangular pile and the cross pile of the piling wall that the manufacture that the present invention relates to use in a kind of pile body fastening piling wall manufacturing installation, particularly a kind of foundation engineering fastens mutually fasten piling wall manufacturing installation.
Background technology
Soil cement pile-formation machine is to rotate by the multiple drill bits of power drive, multiple drill bits stir into cement earth pile by the earth cutting of drill bit bottom with cement mortar in rotation process, at present, be all to form by multiple soil cement cylinder overlap joints for the cement-soil pile of building foundation pit gear soil, antiseepage processing.
Summary of the invention
The present invention has made up above shortcoming, provides a kind of and can manufacture triangular pile and the cross pile fastening piling wall manufacturing installation that the mutual V-arrangement of piling wall fastens.
The present invention is achieved through the following technical solutions:
A kind of triangular pile and cross pile fasten piling wall manufacturing installation, comprise cross pile pile-formation machine and triangular pile pile-formation machine.
Cross pile pile-formation machine comprises following structure: compress into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with transmission case five; Compress into bar one bottom left end and be 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, compress into bar one bottom right-hand member and be fixed with cross bar two, cross bar two right-hand member bottoms are fixed with armstand two, armstand two lower ends are fixed with transmission case two, compress into bar one bottom front end and be fixed with cross bar three, cross bar three front end bottoms are fixed with armstand three, armstand three lower ends are fixed with transmission case three, compress into bar one rear end, bottom and be fixed with cross bar four, cross bar four rear end lower are fixed with armstand four, and armstand four lower ends are fixed with transmission case four; The lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod one, and a drill bit one is fixed respectively in each drilling rod one lower end; Between transmission case five and transmission case one, between transmission case five and transmission case two, be connected with respectively one and turn round axle one, between transmission case five and transmission case three, between transmission case five and transmission case four, be connected with respectively one and turn round axle two, each both sides of turning round axle one are respectively equipped with one and stir cutter one, each stir that cutter one is fixed on its place by a tool arm turn round axle one, each both sides of turning round axle two are respectively equipped with one and stir cutter two, each stir that cutter two is fixed on its place by a tool arm turn round axle two; ; The right back of transmission case two and right front are exported respectively one and are turned round axle three, this each right-hand member of turning round axle three is fixed respectively a triangular knife one, the left back of transmission case one and left front are exported respectively one and are turned round axle three, and this each left end of turning round axle three is fixed respectively a triangular knife one.
Triangular pile pile-formation machine comprises following structure: the upper end of the lower end fixed motor two of drilling rod two, and motor two lower ends are provided with gearbox, and the output shaft of gearbox lower end is fixed with drill bit two; Gearbox to left front portion, right front portion, rear portion export respectively a line shaft, a triangular knife two is fixed respectively in the outer end of each line shaft.
The present invention has following feature:
The present invention can manufacture the piling wall that multiple concrete cross piles and the mutual V-arrangement of multiple concrete triangular piles are fastened and connected; For building foundation pit gear soil, antiseep.
Brief description of the drawings
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 that A-A of Fig. 1 is to view;
Fig. 4 is B-B view of Fig. 1;
Fig. 5 is the structural representation of triangular pile pile-formation machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is the cross-sectional view that the mutual V-arrangement of cross pile and triangular pile fastens the piling wall forming.
In figure: 1, compress 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, stir cutter 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, stir cutter two, 23, turn round axle three, 24, triangular knife one; 31, drilling rod two, 32, motor two, 33, gearbox, 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 comprises cross pile pile-formation machine and triangular pile pile-formation machine.
Cross pile pile-formation machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: compress into bar one 1 lower ends and be fixed on motor one 2 upper ends, motor one lower end is fixed with transmission case 53, compress into bar one bottom left end and be 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, compress into bar one bottom right-hand member and be fixed with cross bar 27, cross bar two right-hand member bottoms are fixed with armstand 2 11, armstand two lower ends are fixed with transmission case 25, compress into bar one bottom front end and be fixed with cross bar 3 14, cross bar three front end bottoms are fixed with armstand 3 15, armstand three lower ends are fixed with transmission case 3 16, compress into bar one rear end, bottom and be fixed with cross bar 4 17, cross bar four rear end lower are fixed with armstand 4 18, armstand four lower ends are fixed with transmission case 4 19, the lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod 1, and a drill bit 1 is fixed respectively in each drilling rod one lower end, between transmission case five and transmission case one, between transmission case five and transmission case two, be connected with respectively one and turn round axle 1, between transmission case five and transmission case three, between transmission case five and transmission case four, be connected with respectively one and turn round axle 2 20, each both sides of turning round axle one are respectively equipped with one and stir cutter 1, each stir that cutter one is fixed on its place by a tool arm 21 turn round axle one, each both sides of turning round axle two are respectively equipped with one and stir cutter 2 22, each stir that cutter two is fixed on its place by a tool arm turn round axle two, the right back of transmission case two and right front are exported respectively one and are turned round axle 3 23, this each right-hand member of turning round axle three is fixed respectively a triangular knife 1, the left back of transmission case one and left front are exported respectively one and are turned round axle 3 23, and this each left end of turning round axle three is fixed respectively a triangular knife 1.
The specific works mode of cross pile pile-formation machine is as follows: provisions for grouting is also installed on pile frame, when work, provisions for grouting pours into respectively water under high pressure to each drill bit one, when work, compress into bar one and apply the downward power of compressing into, motor one drives transmission case five runnings, on-stream two rotations of turning round axle one by left and right of transmission case five drive respectively transmission case one and transmission case two runnings, and on-stream two rotations of turning round axle two by front and back of transmission case five drive respectively transmission case three and transmission case four runnings; Transmission case two drives two of right-hand member two triangular knife one rotations turning round axle three and drive right-hand member in operation process, and transmission case one drives two of left end two triangular knife one rotations turning round axle three and drive left end in operation process; Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five are on-stream drives a drill bit one under it to rotate by the drilling rod one under it respectively; Turn round axle one for two and drive and stir cutter one rotation by the tool arm on it respectively in rotation, turn round axle two for two and drive and stir cutter two rotations by the tool arm on it respectively in rotation; Five drill bits one in rotation by the earth cutting of its underpart, stir cutter one in rotation process by the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals in left and right; Stir cutter two in rotation process by the unhewn soil cutting of drill bit one between two common tangents of former and later two drill bit one cylindricals; Two triangular knifes one of right-hand member become the soil cutting of right-hand member recessed V-arrangement termination in rotation, and two triangular knifes one of left end become the soil cutting of left end recessed V-arrangement termination in rotation; The soil body machining away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, compress into bar one and compress into process downwards and form two ends, a left and right respectively with the cross bore of recessed V-arrangement termination, in this hole casting concrete, form concrete cross pile.
Triangular pile pile-formation machine comprises 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 ends are provided with gearbox 33, and the output shaft of gearbox lower end is fixed with drill bit 2 34; Gearbox to left front portion, right front portion, rear portion export respectively a line shaft 35, a triangular knife 2 36 is fixed respectively in the outer end of each line shaft.
The specific works mode of triangular pile pile-formation machine is as follows: when work, grouting pump pours into water under high pressure to drill bit two, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end; Gearbox drives respectively the line shaft at left front portion, right front portion, rear portion to drive respectively triangular knife two rotations in operation process, three triangular knifes two in rotary course by the soil cutting at three angles; The soil body machining away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two forms tri-angle-holed in the process of compressing into, casting concrete, formation concrete triangular pile in this hole.
The recessed V-arrangement at the protruding V-arrangement at three angles of triangular pile and two ends, cross pile left and right coincide.
The working method that cross pile pile-formation machine and triangular pile pile-formation machine associated working manufacture fasten piling wall is as follows: in the original position that needs pile axis, manufacture first concrete triangular pile according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine, distance at the cross pile in the right lateral side interval of first triangular pile is manufactured second concrete triangular pile, distance at the cross pile in the forward right side interval of second triangular pile is manufactured the 3rd concrete triangular pile, distance at the cross pile in the right lateral side interval of the 3rd triangular pile is manufactured the 4th concrete triangular pile, so manufacture the concrete triangular pile of 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 every two adjacent triangular piles, manufacture a concrete cross pile with cross pile pile-formation machine according to the working method of above-mentioned cross pile pile-formation machine, make the recessed V-arrangement at each cross pile two ends be fit to the protruding V-arrangement of the triangular pile at cross pile two ends, so form the piling wall that the mutual broken line of concrete cross pile between multiple concrete triangular piles and every two triangular piles is fastened and connected, for gear soil, the antiseep of building foundation pit.
Claims (2)
1. triangular pile and cross pile fasten a piling wall manufacturing installation, comprise cross pile pile-formation machine and triangular pile pile-formation machine, it is characterized in that:
The concrete structure of cross pile pile-formation machine comprises: compress 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), compress into bar one bottom left end and be 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), compress into bar one bottom right-hand member and be fixed with cross bar two (7), cross bar two right-hand member bottoms are fixed with armstand two (11), armstand two lower ends are fixed with transmission case two (5), compress into bar one bottom front end and be fixed with cross bar three (14), cross bar three front end bottoms are fixed with armstand three (15), armstand three lower ends are fixed with transmission case three (16), compress into bar one rear end, bottom and be fixed with cross bar four (17), cross bar four rear end lower are fixed with armstand four (18), armstand four lower ends are fixed with transmission case four (19), the lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod one (12), and a drill bit one (13) is fixed respectively in each drilling rod one lower end, between transmission case five and transmission case one, between transmission case five and transmission case two, be connected with respectively one and turn round axle one (8), between transmission case five and transmission case three, between transmission case five and transmission case four, be connected with respectively one and turn round axle two (20), each both sides of turning round axle one are respectively equipped with one and stir cutter one (9), each stir that cutter one is fixed on its place by a tool arm (21) turn round axle one, each both sides of turning round axle two are respectively equipped with one and stir cutter two (22), each stir that cutter two is fixed on its place by a tool arm turn round axle two, the right back of transmission case two and right front are exported respectively one and are turned round axle three (23), this each right-hand member of turning round axle three is fixed respectively a triangular knife one (24), the left back of transmission case one and left front are exported respectively one and are turned round axle three (23), and this each left end of turning round axle three is fixed respectively a triangular knife one (24),
The specific works mode of cross pile pile-formation machine: when the work of cross pile pile-formation machine, provisions for grouting pours into respectively water under high pressure to each drill bit one, when work, compress into bar one and apply the downward power of compressing into, motor one drives transmission case five runnings, on-stream two rotations of turning round axle one by left and right of transmission case five drive respectively transmission case one and transmission case two runnings, and on-stream two rotations of turning round axle two by front and back of transmission case five drive respectively transmission case three and transmission case four runnings; Transmission case two drives two of right-hand member two triangular knife one rotations turning round axle three and drive right-hand member in operation process, and transmission case one drives two of left end two triangular knife one rotations turning round axle three and drive left end in operation process; Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five are on-stream drives a drill bit one under it to rotate by the drilling rod one under it respectively; Turn round axle one for two and drive and stir cutter one rotation by the tool arm on it respectively in rotation, turn round axle two for two and drive and stir cutter two rotations by the tool arm on it respectively in rotation; Five drill bits one in rotation by the earth cutting of its underpart, stir cutter one in rotation process by the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals in left and right; Stir cutter two in rotation process by the unhewn soil cutting of drill bit one between two common tangents of former and later two drill bit one cylindricals; Two triangular knifes one of right-hand member become the soil cutting of right-hand member recessed V-arrangement termination in rotation, and two triangular knifes one of left end become the soil cutting of left end recessed V-arrangement termination in rotation; The soil body machining away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, compress into bar one and compress into process downwards and form two ends, a left and right respectively with the cross bore of recessed V-arrangement termination, in this hole casting concrete, form concrete cross pile;
The concrete structure of triangular pile pile-formation machine comprises: the upper end of the lower end fixed motor 2 32 of drilling rod 2 31, and motor two lower ends are provided with gearbox 33, and the output shaft of gearbox lower end is fixed with drill bit 2 34; Gearbox to left front portion, right front portion, rear portion export respectively a line shaft 35, a triangular knife 2 36 is fixed respectively in the outer end of each line shaft;
The specific works mode of triangular pile pile-formation machine: when the work of triangular pile pile-formation machine, grouting pump pours into water under high pressure to drill bit two, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end; Gearbox drives respectively the line shaft at left front portion, right front portion, rear portion to drive respectively triangular knife two rotations in operation process, three triangular knifes two in rotary course by the soil cutting at three angles; The soil body machining away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two forms tri-angle-holed in the process of compressing into, casting concrete, formation concrete triangular pile in this hole;
Cross pile pile-formation machine and triangular pile pile-formation machine associated working manufacture fasten the working method of piling wall: in the original position that needs pile axis, manufacture first concrete triangular pile according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine, distance at the cross pile in the right lateral side interval of first triangular pile is manufactured second concrete triangular pile, distance at the cross pile in the forward right side interval of second triangular pile is manufactured the 3rd concrete triangular pile, distance at the cross pile in the right lateral side interval of the 3rd triangular pile is manufactured the 4th concrete triangular pile, so manufacture the concrete triangular pile of 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 every two adjacent triangular piles, manufacture a concrete cross pile with cross pile pile-formation machine according to the working method of above-mentioned cross pile pile-formation machine, make the recessed V-arrangement at each cross pile two ends be fit to the protruding V-arrangement of the triangular pile at cross pile two ends, so form the piling wall that the mutual broken line of concrete cross pile between multiple concrete triangular piles and every two triangular piles is fastened and connected, for gear soil, the antiseep of building foundation pit.
2. triangular pile according to claim 1 and cross pile fasten piling wall manufacturing installation, it is characterized in that: the recessed V-arrangement at the protruding V-arrangement at three angles of triangular pile and two ends, cross pile left and right coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610143392.6A CN105586965A (en) | 2016-03-14 | 2016-03-14 | Device for manufacturing pile walls with buckled triangular piles and cross piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610143392.6A CN105586965A (en) | 2016-03-14 | 2016-03-14 | Device for manufacturing pile walls with buckled triangular piles and cross piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105586965A true CN105586965A (en) | 2016-05-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610143392.6A Withdrawn CN105586965A (en) | 2016-03-14 | 2016-03-14 | Device for manufacturing pile walls with buckled triangular piles and cross piles |
Country Status (1)
| Country | Link |
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| CN (1) | CN105586965A (en) |
Cited By (6)
| 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 |
| 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 |
| 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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| 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 |
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| CN105019435A (en) * | 2015-06-05 | 2015-11-04 | 宋姝娴 | Manufacturing machine for cross-shaped soil-cement piles |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
| CN105586966A (en) * | 2016-03-14 | 2016-05-18 | 宗超 | Device for manufacturing pile walls with locked and buckled triangular piles and cross piles |
| CN105735273A (en) * | 2016-03-14 | 2016-07-06 | 陈兆英 | Device for manufacturing pile walls with triangular piles in inserted connection with cross piles |
| CN105735274A (en) * | 2016-03-14 | 2016-07-06 | 陈兆英 | Device for manufacturing pile walls with triangular piles in inserted buckling with cross piles |
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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 |
| JP2013227747A (en) * | 2012-04-24 | 2013-11-07 | Re Earth Corp | Soil improvement body, soil improvement structure, and foundation construction method |
| CN105019435A (en) * | 2015-06-05 | 2015-11-04 | 宋姝娴 | Manufacturing machine for cross-shaped soil-cement piles |
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| CN105735274A (en) * | 2016-03-14 | 2016-07-06 | 陈兆英 | Device for manufacturing pile walls with triangular piles in inserted buckling with cross piles |
Cited By (6)
| 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 |
| 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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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160518 |
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| WW01 | Invention patent application withdrawn after publication |