CN105735293A - Equal-width pile and T pile locking connecting facility - Google Patents
Equal-width pile and T pile locking connecting facility Download PDFInfo
- Publication number
- CN105735293A CN105735293A CN201610254175.4A CN201610254175A CN105735293A CN 105735293 A CN105735293 A CN 105735293A CN 201610254175 A CN201610254175 A CN 201610254175A CN 105735293 A CN105735293 A CN 105735293A
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- China
- Prior art keywords
- stake
- headstock
- cutter hub
- trapezoidal cutter
- concrete
- 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.)
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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
-
- 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
Abstract
The invention discloses an equal-width pile and T pile locking connecting facility which comprises a T pile forming machine and an equal-width pile forming machine. Multiple concrete T piles are manufactured at a spacing distance of an equal-width pile; when concrete of the T piles on the two sides reaches certain strength, a concrete equal-width pile is manufactured within the spacing distance between every two adjacent T piles according to a working manner of the equal-width pile forming machine by virtue of the equal-width pile forming machine, so that a pile wall formed by locking of the multiple concrete equal-width piles and the concrete T piles between every two adjacent equal-width piles is formed for soil blocking and seepage prevention of a building foundation.
Description
Technical field
The present invention relates to the wide stake used in a kind of pile body fore shaft connection facility, particularly a kind of foundation engineering and be connected facility with T stake fore shaft.
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, at present, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, is not the piling wall of concrete T stake and the concrete mutual fore shaft of wide stake.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of can manufacture concrete T stake and is connected facility with the wide stake of the concrete mutual fore shaft of wide stake with T stake fore shaft.
The present invention is achieved through the following technical solutions:
A kind of wide stake is connected facility with T stake fore shaft, including T stake pile-formation machine and wide stake pile-formation machine.
T stake pile-formation machine includes following structure: the centre of cross bar one, thus one T steel structure of composition are fixed in the front end of cross bar two, and the center of gravity of T steel structure is fixed in the lower end of support bar one；The middle lower end of cross bar one is fixed with column three, the lower end of column three is fixed with motor one, the lower end of motor one is fixed with headstock three, the left end bottom of cross bar one is fixed with column one, the lower end of column one is fixed with headstock one, and the right-hand member bottom of cross bar one is fixed with column two, and the lower end of column two is fixed with headstock two, the rear end lower of cross bar two is fixed with column four, and the lower end of column four is fixed with headstock four；Headstock one, headstock two, headstock three, headstock four lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is respectively equipped with a drill bit one；A line shaft one it is respectively equipped with between headstock three and headstock one, between headstock three and headstock two, between headstock three and headstock four, a link arm is fixed on the middle both sides of every line shaft one respectively, and the outer end of each link arm fixes a mixing arm respectively；Right-hand member one line shaft four of output of headstock two, the right-hand member of this line shaft four fixes a trapezoidal cutter；The left back of headstock one and left front export a line shaft two respectively, and this each line shaft two left end fixes a triangular knife one respectively, and left end one line shaft three of output of headstock one, the left end of this line shaft three fixes a stirring knife.
Wide stake pile-formation machine includes following structure: on the left of mobile jib lower end the upper end of fixation steel plate support one, the centre of motor one shell is fixed in the lower end of steel plate support one, the front end output shaft of motor one is fixed with the recessed trapezoidal cutter hub of first half, and the rear end output shaft of motor one is fixed with later half recessed trapezoidal cutter hub；The upper end of fixation steel plate support two on the right side of mobile jib lower end, the centre of motor two shell is fixed in the lower end of steel plate support two, and the front end output shaft of motor two is fixed with front semi-convex trapezoidal cutter hub, and the rear end output shaft of motor two is fixed with rear semi-convex trapezoidal cutter hub；The recessed trapezoidal cutter hub of first half and later half recessed trapezoidal cutter hub one recessed trapezoidal cutter hub of composition, the side surface of recessed trapezoidal cutter hub is provided with multiple cutter head；Front semi-convex trapezoidal cutter hub and rear semi-convex trapezoidal cutter hub one convex trapezoidal cutter hub of composition, the side surface of convex trapezoidal cutter hub is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal cutter hub cross section of recessed trapezoidal cutter hub cross section is coincide.
The present invention has following feature:
The present invention can manufacture the piling wall of the mutual fore shaft of concrete T stake between the wide stake of multiple concrete and the wide stake of each two, for the gear soil on building basis, antiseep.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of T stake pile-formation machine；
Fig. 2 is the A A direction view of Fig. 1；
Fig. 3 is the B B view of Fig. 1；
Fig. 4 is the C C direction view of Fig. 1；
Fig. 5 is the front view of wide stake pile-formation machine；
Fig. 6 is the rearview of wide stake pile-formation machine；
Fig. 7 is the D D view of Fig. 5；
Fig. 8 is the cross-sectional view of T stake and wide stake fore shaft.
In figure: 1, support bar one, 2, motor one, 3, headstock three, 4, headstock one, 5, headstock two, 6, cross bar one, 7, column three, 8, line shaft one, 9, mixing arm, 10, column one, 11, column two, 12, drilling rod, 13, drill bit one, 14, line shaft two, 15, triangular knife one, 16, link arm, 17, cross bar two, 18, column four, 19, headstock four, 20, line shaft four, 21, trapezoidal cutter, 28, line shaft three, 29, stirring knife；31, mobile jib, 32, steel plate support one, 33, steel plate support two, 34, the recessed trapezoidal cutter hub of first half, 35, front semi-convex trapezoidal cutter hub, 36, motor one, 37, motor two, 38, cutter head, 39, later half recessed trapezoidal cutter hub, 40, rear semi-convex trapezoidal cutter hub, 41, output shaft.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes T stake pile-formation machine and wide stake pile-formation machine.
T stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4；Concrete structure is as follows: the centre of cross bar 1, thus one T steel structure of composition are fixed in the front end of cross bar 2 17, and the center of gravity of T steel structure is fixed in the lower end of support bar 1；The middle lower end of cross bar one is fixed with column 37, the lower end of column three is fixed with motor 1, the lower end of motor one is fixed with headstock 33, the left end bottom of cross bar one is fixed with column 1, the lower end of column one is fixed with headstock 1, and the right-hand member bottom of cross bar one is fixed with column 2 11, and the lower end of column two is fixed with headstock 25, the rear end lower of cross bar two is fixed with column 4 18, and the lower end of column four is fixed with headstock 4 19；Headstock one, headstock two, headstock three, headstock four lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 1；A line shaft 1 it is respectively equipped with between headstock three and headstock one, between headstock three and headstock two, between headstock three and headstock four, a link arm 16 is fixed on the middle both sides of every line shaft one respectively, and the outer end of each link arm fixes a mixing arm 9 respectively；Right-hand member one line shaft 4 20 of output of headstock two, the right-hand member of this line shaft four fixes a trapezoidal cutter 21；The left back of headstock one and left front export a line shaft 2 14 respectively, and this each line shaft two left end fixes a triangular knife 1 respectively, and left end one line shaft 3 28 of output of headstock one, the left end of this line shaft three fixes a stirring knife 29.
Mixing arm on three line shafts one differs certain angle in rotation, is independent of each other mutually in rotation.
The specific works mode of T stake pile-formation machine is as follows: during work, each drill bit one is irrigated water under high pressure by grouting pump respectively, motor one drives headstock three operating, headstock three drives headstock one, headstock two, headstock four to operate respectively through the rotation of three line shafts one left and right, rear in operation process, and headstock two drives line shaft four to rotate in operation process；Headstock one drives the line shaft two of left back synchronous axial system relative to the line shaft two of left front respectively in operation process, and headstock one simultaneously drives line shaft three rotation of left end；Headstock one, headstock two, headstock three, headstock four drive drill bit one to rotate respectively through the drilling rod of its lower end, four drill bits one in rotation by the soil cutting of its lower end；Three line shafts one drive two link arms on each line shaft one to drive mixing arms around line shaft one rotation respectively in rotation, mixing arm in rotation process by the unhewn soil cutting of drill bit one between two common tangents of each two drill bit one cylindrical；The line shaft four of right-hand member drives the trapezoidal swivel of right-hand member to move in rotation, the soil cutting of the termination of right part is become convex bathrocephaly by trapezoidal cutter in rotation, two line shafts two of left end drive triangular knife one rotation on the line shaft two of left end respectively in rotation, the line shaft three of left end drives the stirring knife of left end to rotate in rotation, and the soil cutting of the termination of left part is become recessed bathrocephaly by the triangular knife one of left end and stirring knife in rotation；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, and support bar one is pressed in process to be formed a left end with recessed trapezoidal termination, right-hand member with the T hole of convex bathrocephaly downwards, in this T hole casting concrete, form concrete T stake.
Wide stake pile-formation machine includes the structure in Fig. 5, Fig. 6, Fig. 7；Concrete structure is as follows: on the left of mobile jib 31 lower end the upper end of fixation steel plate support 1, the centre of motor 1 shell is fixed in the lower end of steel plate support one, the front end output shaft 41 of motor one is fixed with the recessed trapezoidal cutter hub 34 of first half, and the rear end output shaft 41 of motor one is fixed with later half recessed trapezoidal cutter hub 39；The upper end of fixation steel plate support 2 33 on the right side of mobile jib 31 lower end, the centre of motor 2 37 shell is fixed in the lower end of steel plate support two, the front end output shaft 41 of motor two is fixed with front semi-convex trapezoidal cutter hub 35, and the rear end output shaft of motor two is fixed with rear semi-convex trapezoidal cutter hub 40；The recessed trapezoidal cutter hub of first half and later half recessed trapezoidal cutter hub one recessed trapezoidal cutter hub of composition, the side surface of recessed trapezoidal cutter hub is provided with multiple cutter head 38；Front semi-convex trapezoidal cutter hub and rear semi-convex trapezoidal cutter hub one convex trapezoidal cutter hub of composition, the side surface of convex trapezoidal cutter hub is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal cutter hub cross section of recessed trapezoidal cutter hub cross section is coincide.
The specific works mode of wide stake pile-formation machine is as follows: wide stake pile-formation machine is also equipped with grouting pump, during work, the position between recessed trapezoidal cutter hub and convex trapezoidal cutter hub is irrigated water under high pressure by grouting pump, motor one drives the recessed trapezoidal cutter hub of first half and later half recessed trapezoidal cutter hub to rotate forward, motor two drive front semi-convex trapezoidal cutter hub and rear semi-convex trapezoidal cutter hub reversion, the recessed trapezoidal cutter hub of first half, later half recessed trapezoidal cutter hub and front semi-convex trapezoidal cutter hub, rear semi-convex trapezoidal cutter hub in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly by the recessed trapezoidal cutter hub of first half, later half recessed trapezoidal cutter hub in rotation, and right-hand member is cut into convex bathrocephaly by front semi-convex trapezoidal cutter hub, rear semi-convex trapezoidal cutter hub in rotation；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, and mobile jib is pressed in process to be formed left end with recessed bathrocephaly, right-hand member with the wide rectangular opening of convex bathrocephaly downwards, in this wide rectangular opening casting concrete, form the wide stake of concrete.
The convex bathrocephaly of wide stake coincide with the recessed bathrocephaly of T stake.
The recessed bathrocephaly of wide stake coincide with the convex bathrocephaly of T stake.
The work process that T stake pile-formation machine forms fore shaft piling wall with wide stake pile-formation machine associated working is as follows: in the original position needing pile axis, a concrete T stake is manufactured according to the working method of above-mentioned T stake pile-formation machine with T stake pile-formation machine, distance in one the wide stake in interval, right side of this T stake manufactures second concrete T stake, so manufacture the wide pilespacing in one, multiple intervals from concrete T stake；When the concrete strength of the T stake on both sides reaches a timing, again in the distance between each two T stake, manufacture a wide stake of concrete with wide stake pile-formation machine according to the working method of above-mentioned wide stake pile-formation machine, make convex trapezoidal recessed trapezoidal, the recessed trapezoidal of concrete wide stake left end being fit to the right T stake left end of the concrete wide stake right-hand member between each two concrete T stake be fit to the convex trapezoidal of left side concrete T stake right-hand member；The piling wall of the mutual fore shaft of concrete T stake being thusly-formed between the wide stake of multiple concrete and the wide stake of each two, for the gear soil on building basis, antiseep.
Claims (4)
1. wide stake is connected a facility with T stake fore shaft, including T stake pile-formation machine and wide stake pile-formation machine, it is characterised in that:
The concrete structure of T stake pile-formation machine includes: the centre of cross bar one (6), thus one T steel structure of composition are fixed in the front end of cross bar two (17), and the center of gravity of T steel structure is fixed in the lower end of support bar one (1)；The middle lower end of cross bar one is fixed with column three (7), the lower end of column three is fixed with motor one (2), the lower end of motor one is fixed with headstock three (3), the left end bottom of cross bar one is fixed with column one (10), the lower end of column one is fixed with headstock one (4), and the right-hand member bottom of cross bar one is fixed with column two (11), and the lower end of column two is fixed with headstock two (5), the rear end lower of cross bar two is fixed with column four (18), and the lower end of column four is fixed with headstock four (19)；Headstock one, headstock two, headstock three, headstock four lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is respectively equipped with a drill bit one (13)；A line shaft one (8) it is respectively equipped with between headstock three and headstock one, between headstock three and headstock two, between headstock three and headstock four, a link arm (16) is fixed on the middle both sides of every line shaft one respectively, and the outer end of each link arm fixes a mixing arm (9) respectively；Right-hand member one line shaft four (20) of output of headstock two, the right-hand member of this line shaft four fixes a trapezoidal cutter (21)；The left back of headstock one and left front export a line shaft two (14) respectively, this each line shaft two left end fixes a triangular knife one (15) respectively, left end one line shaft three (28) of output of headstock one, the left end of this line shaft three fixes a stirring knife (29)；
The specific works mode of T stake pile-formation machine: during work, each drill bit one is irrigated water under high pressure by grouting pump respectively, motor one drives headstock three operating, headstock three drives headstock one, headstock two, headstock four to operate respectively through the rotation of three line shafts one left and right, rear in operation process, and headstock two drives line shaft four to rotate in operation process；Headstock one drives the line shaft two of left back synchronous axial system relative to the line shaft two of left front respectively in operation process, and headstock one simultaneously drives line shaft three rotation of left end；Headstock one, headstock two, headstock three, headstock four drive drill bit one to rotate respectively through the drilling rod of its lower end, four drill bits one in rotation by the soil cutting of its lower end；Three line shafts one drive two link arms on each line shaft one to drive mixing arms around line shaft one rotation respectively in rotation, mixing arm in rotation process by the unhewn soil cutting of drill bit one between two common tangents of each two drill bit one cylindrical；The line shaft four of right-hand member drives the trapezoidal swivel of right-hand member to move in rotation, the soil cutting of the termination of right part is become convex bathrocephaly by trapezoidal cutter in rotation, two line shafts two of left end drive triangular knife one rotation on the line shaft two of left end respectively in rotation, the line shaft three of left end drives the stirring knife of left end to rotate in rotation, and the soil cutting of the termination of left part is become recessed bathrocephaly by the triangular knife one of left end and stirring knife in rotation；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, and support bar one is pressed in process to be formed a left end with recessed trapezoidal termination, right-hand member with the T hole of convex bathrocephaly downwards, in this T hole casting concrete, form concrete T stake；
The concrete structure of wide stake pile-formation machine includes: on the left of mobile jib (31) lower end the upper end of fixation steel plate support one (32), the centre of motor one (36) shell is fixed in the lower end of steel plate support one, the front end output shaft (41) of motor one is fixed with the recessed trapezoidal cutter hub (34) of first half, and the rear end output shaft (41) of motor one is fixed with later half recessed trapezoidal cutter hub (39)；The upper end of fixation steel plate support two (33) on the right side of mobile jib (31) lower end, the centre of motor two (37) shell is fixed in the lower end of steel plate support two, the front end output shaft (41) of motor two is fixed with front semi-convex trapezoidal cutter hub (35), and the rear end output shaft of motor two is fixed with rear semi-convex trapezoidal cutter hub (40)；The recessed trapezoidal cutter hub of first half and later half recessed trapezoidal cutter hub one recessed trapezoidal cutter hub of composition, the side surface of recessed trapezoidal cutter hub is provided with multiple cutter head 38；Front semi-convex trapezoidal cutter hub and rear semi-convex trapezoidal cutter hub one convex trapezoidal cutter hub of composition, the side surface of convex trapezoidal cutter hub is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal cutter hub cross section of recessed trapezoidal cutter hub cross section is coincide；
The specific works mode of wide stake pile-formation machine: during the work of wide stake pile-formation machine, the position between recessed trapezoidal cutter hub and convex trapezoidal cutter hub is irrigated water under high pressure by grouting pump, motor one drives the recessed trapezoidal cutter hub of first half and later half recessed trapezoidal cutter hub to rotate forward, motor two drive front semi-convex trapezoidal cutter hub and rear semi-convex trapezoidal cutter hub reversion, the recessed trapezoidal cutter hub of first half, later half recessed trapezoidal cutter hub and front semi-convex trapezoidal cutter hub, rear semi-convex trapezoidal cutter hub in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly by the recessed trapezoidal cutter hub of first half, later half recessed trapezoidal cutter hub in rotation, and right-hand member is cut into convex bathrocephaly by front semi-convex trapezoidal cutter hub, rear semi-convex trapezoidal cutter hub in rotation；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, and mobile jib is pressed in process to be formed left end with recessed bathrocephaly, right-hand member with the wide rectangular opening of convex bathrocephaly downwards, in this wide rectangular opening casting concrete, form the wide stake of concrete；
T stake pile-formation machine forms the work process of fore shaft piling wall with wide stake pile-formation machine associated working: in the original position needing pile axis, a concrete T stake is manufactured according to the working method of above-mentioned T stake pile-formation machine with T stake pile-formation machine, distance in one the wide stake in interval, right side of this T stake manufactures second concrete T stake, so manufacture the wide pilespacing in one, multiple intervals from concrete T stake；When the concrete strength of the T stake on both sides reaches a timing, again in the distance between each two T stake, manufacture a wide stake of concrete with wide stake pile-formation machine according to the working method of above-mentioned wide stake pile-formation machine, make convex trapezoidal recessed trapezoidal, the recessed trapezoidal of concrete wide stake left end being fit to the right T stake left end of the concrete wide stake right-hand member between each two concrete T stake be fit to the convex trapezoidal of left side concrete T stake right-hand member；The piling wall of the mutual fore shaft of concrete T stake being thusly-formed between the wide stake of multiple concrete and the wide stake of each two, for the gear soil on building basis, antiseep.
2. wide stake according to claim 1 is connected facility with T stake fore shaft, it is characterised in that: the convex bathrocephaly of wide stake coincide with the recessed bathrocephaly of T stake.
3. wide stake according to claim 1 is connected facility with T stake fore shaft, it is characterised in that: the recessed bathrocephaly of wide stake coincide with the convex bathrocephaly of T stake.
4. wide stake according to claim 1 is connected facility with T stake fore shaft, it is characterised in that: the mixing arm on three line shafts one of T stake pile-formation machine differs certain angle in rotation, is independent of each other mutually in rotation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610254175.4A CN105735293A (en) | 2016-04-23 | 2016-04-23 | Equal-width pile and T pile locking connecting facility |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610254175.4A CN105735293A (en) | 2016-04-23 | 2016-04-23 | Equal-width pile and T pile locking connecting facility |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735293A true CN105735293A (en) | 2016-07-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610254175.4A Withdrawn CN105735293A (en) | 2016-04-23 | 2016-04-23 | Equal-width pile and T pile locking connecting facility |
Country Status (1)
| Country | Link |
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| CN (1) | CN105735293A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735294A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-width pile and T pile inserting and buckling connecting facility |
| CN105821863A (en) * | 2016-04-23 | 2016-08-03 | 刘兰花 | Locking device for equal-width piles and T-shaped piles |
| CN105862814A (en) * | 2016-04-23 | 2016-08-17 | 刘兰花 | Equal-width pile and T-shaped pile opening inserting connecting facility |
| CN106337410A (en) * | 2016-10-19 | 2017-01-18 | 莒南县陡山灌区灌溉管理所 | Broken-line connector wall building machine |
| CN106498933A (en) * | 2016-10-12 | 2017-03-15 | 莒南县陡山灌区灌溉管理所 | Broken line fore shaft wall telephone |
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| CN105442560A (en) * | 2015-12-31 | 2016-03-30 | 宋姝娴 | Arc buckling equipment with T-shaped piles and rectangular piles |
| CN105735294A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-width pile and T pile inserting and buckling connecting facility |
| CN105821863A (en) * | 2016-04-23 | 2016-08-03 | 刘兰花 | Locking device for equal-width piles and T-shaped piles |
| CN105862814A (en) * | 2016-04-23 | 2016-08-17 | 刘兰花 | Equal-width pile and T-shaped pile opening inserting connecting facility |
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| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| US20110031017A1 (en) * | 2009-08-04 | 2011-02-10 | Kawasaki Jukogyo Kabushiki Kaisha | Abrasion detecting apparatus detecting abrasion of component of cutter head and tunnel boring machine including abrasion detecting apparatus |
| CN105442560A (en) * | 2015-12-31 | 2016-03-30 | 宋姝娴 | Arc buckling equipment with T-shaped piles and rectangular piles |
| CN105735294A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-width pile and T pile inserting and buckling connecting facility |
| CN105821863A (en) * | 2016-04-23 | 2016-08-03 | 刘兰花 | Locking device for equal-width piles and T-shaped piles |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735294A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-width pile and T pile inserting and buckling connecting facility |
| CN105821863A (en) * | 2016-04-23 | 2016-08-03 | 刘兰花 | Locking device for equal-width piles and T-shaped piles |
| CN105862814A (en) * | 2016-04-23 | 2016-08-17 | 刘兰花 | Equal-width pile and T-shaped pile opening inserting connecting facility |
| CN106498933A (en) * | 2016-10-12 | 2017-03-15 | 莒南县陡山灌区灌溉管理所 | Broken line fore shaft wall telephone |
| CN106337410A (en) * | 2016-10-19 | 2017-01-18 | 莒南县陡山灌区灌溉管理所 | Broken-line connector wall building machine |
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Application publication date: 20160706 |
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| WW01 | Invention patent application withdrawn after publication |