CN105735271A - Triangular pile and cross pile locking equipment - Google Patents
Triangular pile and cross pile locking equipment Download PDFInfo
- Publication number
- CN105735271A CN105735271A CN201610139063.4A CN201610139063A CN105735271A CN 105735271 A CN105735271 A CN 105735271A CN 201610139063 A CN201610139063 A CN 201610139063A CN 105735271 A CN105735271 A CN 105735271A
- 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
- 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
-
- 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
- E02D2200/165—Shapes polygonal
-
- 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
The invention discloses triangular pile and cross pile locking equipment. The triangular pile and cross pile locking equipment comprises a cross pile forming machine and a triangular pile forming machine; pile bodies, mutually locked in a V form and distributed in a honeycomb manner, of multiple cement soil cross piles and multiple cement soil triangular piles are manufactured; and when cement soil of the cross piles and cement soil of the triangular piles respectively reach a certain strength, the vacuum water sucking compaction is respectively performed for soil in each space, with hexagonal cross sections, surrounded by the triangular piles and the cross piles to form a compact composite foundation.
Description
Technical field
The present invention relates to the triangular pile of the piling wall manufacturing mutual eye-splice used in a kind of pile body eye-splice equipment, particularly a kind of foundation engineering and cross pile eye-splice equipment.
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, the cement-soil pile being presently used for the consolidation process of weak base foundation 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 cross pile and the mutual V-arrangement eye-splice formation piling wall of triangular pile and cross pile eye-splice equipment.
The present invention is achieved through the following technical solutions:
A kind of triangular pile and cross pile eye-splice equipment, 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 pile body of multiple soil cement cross pile and the mutual V-arrangement eye-splice of multiple soil cement triangular piles, cellular distribution；It is closely knit that the defined each cross section of diabolo stake and cross pile is that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
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 eye-splice 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, grouting pump is to drill bit two grout injection, motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit lower end is stirred with cement mortar by drill bit two in rotary course；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 and Soil-cement；Drilling rod two forms soil cement triangular pile in being pressed into process.
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.
nullCross pile pile-formation machine manufactures V-arrangement eye-splice with triangular pile pile-formation machine associated working、The working method of the pile body of cellular distribution is as follows: first in the position needing pile，A soil cement triangular pile is manufactured according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine，The distance of a cross pile it is respectively separated in the direction at three angles of this soil cement triangular pile、Manufacture a soil cement triangular pile respectively，The distance of a cross pile it is respectively separated in the direction at three angles of each soil cement triangular pile、Manufacture a soil cement triangular pile respectively，When the soil cement intensity of triangular pile reaches a timing，A soil cement cross pile is manufactured with cross pile pile-formation machine respectively according to the working method of above-mentioned cross pile pile-formation machine again between the soil cement triangular pile that each two is adjacent，The recessed V-arrangement making each soil cement cross pile two ends is fit to the convex V-arrangement of the soil cement triangular pile at these cross pile two ends respectively，It is thusly-formed multiple soil cement cross pile and the mutual V-arrangement eye-splice of multiple soil cement triangular piles、The pile body of cellular distribution；When the soil cement of cross pile and the soil cement of triangular pile all reach some strength, it is closely knit that the diabolo stake each cross section defined with cross pile is that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
Claims (3)
1. triangular pile and a cross pile eye-splice equipment, 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.
2. 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, grouting pump is to drill bit two grout injection, motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit lower end is stirred with cement mortar by drill bit two in rotary course；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 and Soil-cement；Drilling rod two forms soil cement triangular pile in being pressed into process；
nullCross pile pile-formation machine manufactures V-arrangement eye-splice with triangular pile pile-formation machine associated working、The working method of the pile body of cellular distribution: first in the position needing pile，A soil cement triangular pile is manufactured according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine，The distance of a cross pile it is respectively separated in the direction at three angles of this soil cement triangular pile、Manufacture a soil cement triangular pile respectively，The distance of a cross pile it is respectively separated in the direction at three angles of each soil cement triangular pile、Manufacture a soil cement triangular pile respectively，When the soil cement intensity of triangular pile reaches a timing，A soil cement cross pile is manufactured with cross pile pile-formation machine respectively according to the working method of above-mentioned cross pile pile-formation machine again between the soil cement triangular pile that each two is adjacent，The recessed V-arrangement making each soil cement cross pile two ends is fit to the convex V-arrangement of the soil cement triangular pile at these cross pile two ends respectively，It is thusly-formed multiple soil cement cross pile and the mutual V-arrangement eye-splice of multiple soil cement triangular piles、The pile body of cellular distribution；When the soil cement of cross pile and the soil cement of triangular pile all reach some strength, it is closely knit that the diabolo stake each cross section defined with cross pile is that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
3. triangular pile according to claim 1 and cross pile eye-splice equipment, 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610139063.4A CN105735271A (en) | 2016-03-13 | 2016-03-13 | Triangular pile and cross pile locking equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610139063.4A CN105735271A (en) | 2016-03-13 | 2016-03-13 | Triangular pile and cross pile locking equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735271A true CN105735271A (en) | 2016-07-06 |
Family
ID=56250422
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610139063.4A Pending CN105735271A (en) | 2016-03-13 | 2016-03-13 | Triangular pile and cross pile locking equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735271A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA1086516A (en) * | 1977-06-30 | 1980-09-30 | Samuel Tuson | Articulated column system for the exploitation of marine bottom resources particularly in icy waters |
| 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 |
| 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 |
| CN104831710A (en) * | 2015-06-05 | 2015-08-12 | 刘玉燕 | Wedge-shaped fore-shaft pile forming device |
| CN104863504A (en) * | 2015-06-05 | 2015-08-26 | 刘玉燕 | X-hole punching machine |
| CN105003277A (en) * | 2015-08-09 | 2015-10-28 | 刘玉燕 | Cross-shaped tunnel digging device |
-
2016
- 2016-03-13 CN CN201610139063.4A patent/CN105735271A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA1086516A (en) * | 1977-06-30 | 1980-09-30 | Samuel Tuson | Articulated column system for the exploitation of marine bottom resources particularly in icy waters |
| 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 |
| 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 |
| CN104831710A (en) * | 2015-06-05 | 2015-08-12 | 刘玉燕 | Wedge-shaped fore-shaft pile forming device |
| CN104863504A (en) * | 2015-06-05 | 2015-08-26 | 刘玉燕 | X-hole punching machine |
| CN105003277A (en) * | 2015-08-09 | 2015-10-28 | 刘玉燕 | Cross-shaped tunnel digging device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105804646A (en) | Lock catch X pile forming machine | |
| CN105862796A (en) | V-shaped insertion combination pile manufacturing facility | |
| CN105735290A (en) | Spliced X pile forming machine | |
| CN105568996A (en) | Y-type pile and rectangular pile ladder-type matching equipment | |
| CN105887832A (en) | Fore shaft V-shaped pile forming device | |
| CN105672305A (en) | Inserting equipment for triangular 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 | |
| CN105735272A (en) | Triangular pile and rectangular pile locking equipment | |
| CN105714780A (en) | Rectangular locking equipment for X-shaped piles and rectangular piles | |
| CN105569002A (en) | Y-type pile and rectangular pile semicircular eye-splice equipment | |
| CN105604030A (en) | X-shaped pile and rectangular pile trapezoidal plug-buckling equipment | |
| CN105569025A (en) | Circular arc connection device of cross-shaped piles and circular piles | |
| CN105735271A (en) | Triangular pile and cross pile locking equipment | |
| CN105735267A (en) | V-shaped socket buckling device of herringbone piles and hexagonal piles | |
| CN105735268A (en) | V-shaped occlusion device of herringbone piles and rhombic piles | |
| CN105839625A (en) | Inserting-connection combined pile manufacturing device | |
| CN105625400A (en) | Trapezoid locking equipment for X-shaped piles and rectangular piles | |
| CN105714788A (en) | Y pile and rectangular pile rectangular inserting and buckling equipment | |
| CN105888539A (en) | Manufacturing tool of lock catch composite pile | |
| CN105625404A (en) | Rectangular inserting-connecting equipment for X-shaped piles and rectangular piles | |
| CN105862790A (en) | Manufacturing equipment of inserting T-shaped piles | |
| CN105569014A (en) | Semicircular locking equipment for Y-shaped piles and rectangular piles | |
| CN105569016A (en) | Rectangular jointing equipment for X-shaped piles and rectangular piles | |
| CN105568999A (en) | Y-type pile and rectangular pile ladder-type buckling equipment |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160706 |