CN105586962A - Triangular pile and cross-shaped pile inserting and buckling equipment - Google Patents
Triangular pile and cross-shaped pile inserting and buckling equipment Download PDFInfo
- Publication number
- CN105586962A CN105586962A CN201610139061.5A CN201610139061A CN105586962A CN 105586962 A CN105586962 A CN 105586962A CN 201610139061 A CN201610139061 A CN 201610139061A CN 105586962 A CN105586962 A CN 105586962A
- Authority
- CN
- China
- Prior art keywords
- pile
- transmission case
- triangular
- cross
- fixed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
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
-
- 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
- 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
- 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
- E02D2200/1678—Shapes triangular
Abstract
Triangular pile and cross-shaped pile inserting and buckling equipment comprises a cross-shaped pile forming machine and a triangular pile forming machine. Pile bodies, which are in mutual V-shaped inserting and buckling and distributed in a honeycomb shape, of a plurality of cross-shaped concrete piles and a plurality of triangular cement piles are manufactured. When concrete of the cross-shaped piles and cement of the triangular piles reach certain strength, vacuum water-absorption compaction is conducted on soil in each hexagonal-cross-section space formed by the corresponding triangular piles and the corresponding cross-shaped piles in an enclosed mode, so that a compacted composite foundation is formed.
Description
Technical field
The present invention relates to triangular pile and the cross pile socket equipment of the piling wall of the mutual socket of manufacture using in a kind of pile body socket equipment, particularly a kind of foundation engineering.
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 cylinders overlap joints for the cement-soil pile of the consolidation process of weak base foundation.
Summary of the invention
The present invention has made up above shortcoming, and a kind of triangular pile and the cross pile socket equipment that can manufacture cross pile and become with the mutual V-arrangement slot-like of triangular pile piling wall is provided.
The present invention is achieved through the following technical solutions:
A kind of triangular pile and cross pile socket equipment, 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 pile body of multiple concrete cross piles and the mutual V-arrangement socket of multiple soil cement triangular pile, cellular distribution; It is closely knit that each cross section that diabolo stake and cross pile surround is that the soil body in hexagonal space carries out respectively vacuum dehydration, so forms closely knit composite foundation.
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 of the piling wall of the mutual V-arrangement socket formation of cross pile and triangular pile.
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 cross bore 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 is to drill bit two grout injections, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, and drill bit two stirs the soil cutting of drill bit lower end and cement mortar in rotary course; 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 and Soil-cement; Drilling rod two forms soil cement triangular pile in the process of compressing into.
The recessed V-arrangement at the protruding V-arrangement at three angles of triangular pile and two ends, cross pile left and right coincide.
V-arrangement socket is manufactured in cross pile pile-formation machine and the associated working of triangular pile pile-formation machine, the working method of the pile body of cellular distribution is as follows: first in the position that needs pile, manufacture a soil cement triangular pile according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine, in the direction distance of the cross pile in interval respectively at three angles of this soil cement triangular pile, manufacture respectively a soil cement triangular pile, in the direction distance of the cross pile in interval respectively at three angles of each soil cement triangular pile, manufacture respectively a soil cement triangular pile, when the soil cement intensity of triangular pile reaches a timing, between every two adjacent soil cement triangular piles, manufacture respectively a concrete cross pile with cross pile pile-formation machine according to the working method of above-mentioned cross pile pile-formation machine again, make the recessed V-arrangement at each concrete cross pile two ends be fit to respectively the protruding V-arrangement of the soil cement triangular pile at these cross pile two ends, so form multiple concrete cross piles and the mutual V-arrangement socket of multiple soil cement triangular pile, the pile body of cellular distribution, in the time that the concrete of cross pile and the soil cement of triangular pile reach some strength respectively, it is closely knit that each cross section that diabolo stake and cross pile surround is that the soil body in hexagonal space carries out respectively vacuum dehydration, so forms closely knit composite foundation.
Claims (3)
1. triangular pile and a cross pile socket equipment, 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).
2. the specific works mode of cross pile pile-formation machine is as follows: 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 cross bore 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 work, grouting pump is to drill bit two grout injections, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, and drill bit two stirs the soil cutting of drill bit lower end and cement mortar in rotary course; 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 and Soil-cement; Drilling rod two forms soil cement triangular pile in the process of compressing into;
V-arrangement socket is manufactured in cross pile pile-formation machine and the associated working of triangular pile pile-formation machine, the working method of the pile body of cellular distribution: first in the position that needs pile, manufacture a soil cement triangular pile according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine, in the direction distance of the cross pile in interval respectively at three angles of this soil cement triangular pile, manufacture respectively a soil cement triangular pile, in the direction distance of the cross pile in interval respectively at three angles of each soil cement triangular pile, manufacture respectively a soil cement triangular pile, when the soil cement intensity of triangular pile reaches a timing, between every two adjacent soil cement triangular piles, manufacture respectively a concrete cross pile with cross pile pile-formation machine according to the working method of above-mentioned cross pile pile-formation machine again, make the recessed V-arrangement at each concrete cross pile two ends be fit to respectively the protruding V-arrangement of the soil cement triangular pile at these cross pile two ends, so form multiple concrete cross piles and the mutual V-arrangement socket of multiple soil cement triangular pile, the pile body of cellular distribution, in the time that the concrete of cross pile and the soil cement of triangular pile reach some strength respectively, it is closely knit that each cross section that diabolo stake and cross pile surround is that the soil body in hexagonal space carries out respectively vacuum dehydration, so forms closely knit composite foundation.
3. triangular pile according to claim 1 and cross pile socket equipment, 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 |
|---|---|---|---|
| CN201610139061.5A CN105586962A (en) | 2016-03-13 | 2016-03-13 | Triangular pile and cross-shaped pile inserting and buckling equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610139061.5A CN105586962A (en) | 2016-03-13 | 2016-03-13 | Triangular pile and cross-shaped pile inserting and buckling equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105586962A true CN105586962A (en) | 2016-05-18 |
Family
ID=55926847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610139061.5A Pending CN105586962A (en) | 2016-03-13 | 2016-03-13 | Triangular pile and cross-shaped pile inserting and buckling equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105586962A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19950599A1 (en) * | 1999-09-17 | 2001-03-22 | Klemm Bohrtechnik Zweigniederl | Drill for making holes for piles has drilling screw with cutter bit at end, hammer drill being mounted in hollow central tube of drilling screw which has air cushioning system to protect it against effect of drilling screw |
| CA2749972A1 (en) * | 2009-02-09 | 2010-08-12 | Magnus Hoerman | Arrangement for a down-the-hole hammer drill for use in soil consolidation through jet grouting |
| 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 |
| CN104831713A (en) * | 2015-06-05 | 2015-08-12 | 刘玉燕 | Implementation method of kidney-shaped circle pile forming machine |
| CN104929654A (en) * | 2015-06-05 | 2015-09-23 | 刘玉燕 | Square-circle-combined pipe jacking equipment |
| CN105003277A (en) * | 2015-08-09 | 2015-10-28 | 刘玉燕 | Cross-shaped tunnel digging device |
-
2016
- 2016-03-13 CN CN201610139061.5A patent/CN105586962A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19950599A1 (en) * | 1999-09-17 | 2001-03-22 | Klemm Bohrtechnik Zweigniederl | Drill for making holes for piles has drilling screw with cutter bit at end, hammer drill being mounted in hollow central tube of drilling screw which has air cushioning system to protect it against effect of drilling screw |
| CA2749972A1 (en) * | 2009-02-09 | 2010-08-12 | Magnus Hoerman | Arrangement for a down-the-hole hammer drill for use in soil consolidation through jet grouting |
| 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 |
| CN104831713A (en) * | 2015-06-05 | 2015-08-12 | 刘玉燕 | Implementation method of kidney-shaped circle pile forming machine |
| CN104929654A (en) * | 2015-06-05 | 2015-09-23 | 刘玉燕 | Square-circle-combined pipe jacking equipment |
| CN105003277A (en) * | 2015-08-09 | 2015-10-28 | 刘玉燕 | Cross-shaped tunnel digging device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105586959A (en) | Triangular pile and T-shaped pile locking and buckling equipment | |
| CN105569018A (en) | V-shaped occlusion equipment for Y-shaped piles and rectangular piles | |
| CN105586899A (en) | Rectangular jointing equipment for Y piles and rectangular piles | |
| CN105586963A (en) | Triangular pile and rectangular pile locking and buckling equipment | |
| CN105586964A (en) | Triangular pile and rectangular pile inserting and buckling equipment | |
| CN105568996A (en) | Y-type pile and rectangular pile ladder-type matching equipment | |
| CN105604037A (en) | Orthohexagonal pile and cross-shaped pile locking equipment | |
| CN105586894A (en) | V-shaped opening locking device for T-shaped piles and rectangular piles | |
| CN105604030A (en) | X-shaped pile and rectangular pile trapezoidal plug-buckling equipment | |
| CN105604013A (en) | Rectangular locking equipment of X-shaped piles and rectangular piles | |
| CN105604018A (en) | Trapezoid plugging and buckling equipment of Y-shaped piles and rectangular piles | |
| CN105586905A (en) | Y pile and rectangular pile circular-arc inserting and buckling equipment | |
| CN105672304A (en) | Inserting equipment for triangular piles and T-shaped piles | |
| CN105586928A (en) | V-shaped locking device for rhombic piles and cross piles | |
| CN105604019A (en) | Y pile and rectangular pile trapezoidal connection device | |
| CN105586929A (en) | V-shaped plugging device for rhombic piles and cross piles | |
| CN105604033A (en) | Y-shaped pile and rectangular pile trapezoidal locking equipment | |
| CN105586912A (en) | X pile and rectangular pile rectangular inserting device | |
| CN105604029A (en) | X pile and rectangular pile rectangular buckling device | |
| CN105586962A (en) | Triangular pile and cross-shaped pile inserting and buckling equipment | |
| CN105586958A (en) | Triangular pile and T-shaped pile inserting connection equipment | |
| CN105604021A (en) | Arc-shaped plugging and buckling equipment of X-shaped piles and rectangular piles | |
| CN105604004A (en) | V-shaped buckling equipment of X-shaped piles and rectangular piles | |
| CN105569035A (en) | Equipment for buckling Y-shaped piles and rhombic piles in V-shaped mode | |
| CN105604034A (en) | V-shaped plugging and buckling equipment of Y-shaped piles and rectangular piles |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160518 |
|
| RJ01 | Rejection of invention patent application after publication |