CN105464086A - Wedge plugged L-shaped pile forming machine - Google Patents
Wedge plugged L-shaped pile forming machine Download PDFInfo
- Publication number
- CN105464086A CN105464086A CN201511035438.4A CN201511035438A CN105464086A CN 105464086 A CN105464086 A CN 105464086A CN 201511035438 A CN201511035438 A CN 201511035438A CN 105464086 A CN105464086 A CN 105464086A
- Authority
- CN
- China
- Prior art keywords
- line shaft
- dynamic equipment
- rotation
- stake
- soil
- 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.)
- Withdrawn
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 OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention relates to a wedge plugged L-shaped pile forming machine. A plurality of cement soil L-shaped plugged piles are formed at an interval of one L-shaped plugged pile; when the cement soil strength of the L-shaped plugged piles on both sides reaches a certain strength, L-shaped holes are respectively formed in the spacing between every two cement soil L-shaped plugged piles by the pile forming machine in an operating mode for forming the L-shaped holes, concrete is poured into the L-shaped holes so as to form concrete L-shaped plugged piles, concave wedge heads of the concrete L-shaped plugged piles between every two cement soil L-shaped plugged piles coincide with convex wedge heads of the cement soil L-shaped plugged piles, and convex wedge heads of the concrete L-shaped plugged piles between every two cement soil L-shaped plugged piles coincide with concave wedge heads of the cement soil L-shaped plugged piles, so that pile walls are formed in a way that the cement soil L-shaped plugged piles and the concrete L-shaped plugged piles are arranged at intervals and are plugged with each other, so as to block soil and prevent leakage of a building foundation.
Description
Technical field
The present invention relates to the wedge shape plug L stake pile forming machine used in a kind of stirring pile forming machine, particularly a kind of building foundation engineering.
Background technology
The stirring pile forming machine used in building foundation engineering is that soil cutting and cement paste are stirred into cement earth pile by multiple drill bit in rotary course by power drive multiple bit; At present, formed by the Soil-cement pile forming machine of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not the cement-soil L stake of mutual wedge shape plug.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of wedge shape plug L stake pile forming machine.
The present invention is achieved through the following technical solutions:
A kind of wedge shape plug L stake pile forming machine, the left end rear portion of crossbeam one is fixed in the front end of crossbeam two, form a L-type component thus, the center of gravity position of L-type component is fixed in the lower end of mobile jib, the left end bottom of crossbeam one is fixed with station post one, the stand lower end of post one is fixed with motor, the lower end of motor is fixed with dynamic equipment one, the middle lower portion of crossbeam one is fixed with station post two, the stand lower end of post two is fixed with dynamic equipment two, the right-hand member bottom of crossbeam one is fixed with station post three, the stand lower end of post three is fixed with dynamic equipment three, the rear end lower of crossbeam two is fixed with station post four, the stand lower end of post four is fixed with dynamic equipment four, dynamic equipment one, dynamic equipment two, dynamic equipment three, the lower end of dynamic equipment four is respectively equipped with a drilling rod, the lower end of each drilling rod fixes a drill bit respectively, a line shaft one is provided with between dynamic equipment one and dynamic equipment two, a line shaft one is provided with between dynamic equipment two and dynamic equipment three, a line shaft two is provided with between dynamic equipment one and dynamic equipment four, a link arm is fixed on the middle both sides of each line shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm one, a link arm is fixed on the middle both sides of line shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm two, the left front of dynamic equipment one and left back export a line shaft three respectively, and the left end of each line shaft three fixes a trapezoidal cutter one respectively, and the right-hand member of dynamic equipment three exports a line shaft four, and the right-hand member of line shaft four fixes a trapezoidal cutter two, the convex sphenocephaly that the recessed sphenocephaly formed when these two trapezoidal cuttves one work and the trapezoidal cutter two of dynamic equipment three right-hand member are formed coincide.
The present invention has following feature:
The present invention can manufacture the piling wall of the plug stake of cement-soil L shape and the mutual wedge shape plug of concrete L shape plug stake, for gear soil, the antiseep of building foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is structural representation of the present invention;
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 wedge shape plug figure of the present invention multiple cement-soil L stake.
In figure: 1, mobile jib, 2, crossbeam one, 3, post one of standing, 4, post two of standing, 5, to stand post three, 6, motor, 7, dynamic equipment one, 8, dynamic equipment two, 9, dynamic equipment three, 10, line shaft one, 11, stir and cut arm one, 12, drilling rod, 13, drill bit, 14, post four of standing, 15, crossbeam two, 16, dynamic equipment four, 17, link arm, 18, line shaft three, 19, trapezoidal cutter one, 20, stir and cut arm two, 21, line shaft two, 22, line shaft four, 23, trapezoidal cutter two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, the left end rear portion of crossbeam 1 is fixed in the front end of this embodiment crossbeam 2 15, form a L-type component thus, the center of gravity position of L-type component is fixed in the lower end of mobile jib 1, the left end bottom of crossbeam one is fixed with station post 1, the stand lower end of post one is fixed with motor 6, the lower end of motor is fixed with dynamic equipment 1, the middle lower portion of crossbeam one is fixed with station post 24, the stand lower end of post two is fixed with dynamic equipment 28, the right-hand member bottom of crossbeam one is fixed with station post 35, the stand lower end of post three is fixed with dynamic equipment 39, the rear end lower of crossbeam two is fixed with station post 4 14, the stand lower end of post four is fixed with dynamic equipment 4 16, dynamic equipment one, dynamic equipment two, dynamic equipment three, the lower end of dynamic equipment four is respectively equipped with a drilling rod 12, the lower end of each drilling rod fixes a drill bit 13 respectively, a line shaft 1 is provided with between dynamic equipment one and dynamic equipment two, a line shaft one is provided with between dynamic equipment two and dynamic equipment three, a line shaft two is provided with between dynamic equipment one and dynamic equipment four, a link arm 17 is fixed on the middle both sides of each line shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm 1, a link arm 17 is fixed on the middle both sides of line shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm two, the left front of dynamic equipment one and left back export a line shaft three respectively, and the left end of each line shaft three fixes a trapezoidal cutter one respectively, and the right-hand member of dynamic equipment three exports a line shaft 4 22, and the right-hand member of line shaft four fixes a trapezoidal cutter 2 23, the convex sphenocephaly that the recessed sphenocephaly formed when these two trapezoidal cuttves one work and the trapezoidal cutter two of dynamic equipment three right-hand member are formed coincide.
Two on each line shaft one are stirred the line shaft one cut arm one and be parallel to its place respectively.
Two on line shaft two are stirred the line shaft two cut arm two and be parallel to its place respectively.
Two on each line shaft one are stirred the equal diameters of cutting distance between arm one and drill bit.
Two on line shaft two are stirred the equal diameters of cutting distance between arm two and drill bit.
The present invention manufactures the working method of cement-soil L shape stake: during work, pump for mortar transmission carries cement paste respectively to each drill bit, what during work, mobile jib applying was downward compresses into power, motor drives dynamic equipment one to operate, the on-stream rotation driving power device two by the line shaft one in the right of dynamic equipment one operates, the on-stream rotation driving power device four by the line shaft two in back of dynamic equipment one operates, dynamic equipment two is on-stream to be operated by the rotation driving power device three of a line shaft one on the right of it, dynamic equipment one drives two line shafts three rotation on the left side simultaneously, dynamic equipment three drives a line shaft four on the right to rotate, the on-stream bit driven respectively by the drilling rod of under it under it of dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four, each line shaft one drives to stir respectively by the link arm on it in rotation cuts arm one rotation, line shaft two drives to stir by the link arm on it in rotation cuts arm two rotation, each line shaft three drives trapezoidal cutter one rotation of line shaft three left end respectively in rotation, and line shaft four drives trapezoidal cutter two rotation of line shaft four right-hand member in rotation, the earth of its underpart cuts and stirs with cement paste by each drill bit in rotation, stirring on each line shaft one is cut arm one and the region cutting being less than bit diameter between two drill bits on line shaft one both sides is stirred with cement paste in rotation, stirring on line shaft two is cut arm two and the region cutting being less than bit diameter between two drill bits on line shaft two both sides is stirred with cement paste in rotation, the earth of pile body left end cuts and stirs into recessed sphenocephaly by the trapezoidal cutter one on two line shafts three in rotation, the earth of pile body right-hand member cuts and stirs into convex sphenocephaly by the trapezoidal cutter two on line shaft four in rotation, mobile jib is compressed into process and is formed left end with recessed sphenocephaly, right-hand member with the cement-soil L shape plug stake of convex sphenocephaly downwards.
The present invention manufactures the working method of concrete L shape stake: during work, pump for mortar transmission is to each drill bit conveying high-pressure water respectively, what during work, mobile jib applying was downward compresses into power, motor drives dynamic equipment one to operate, the on-stream rotation driving power device two by the line shaft one in the right of dynamic equipment one operates, the on-stream rotation driving power device four by the line shaft two in back of dynamic equipment one operates, dynamic equipment two is on-stream to be operated by the rotation driving power device three of a line shaft one on the right of it, dynamic equipment one drives two line shafts three rotation on the left side simultaneously, dynamic equipment three drives a line shaft four on the right to rotate, the on-stream bit driven respectively by the drilling rod of under it under it of dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four, each line shaft one drives to stir respectively by the link arm on it in rotation cuts arm one rotation, line shaft two drives to stir by the link arm on it in rotation cuts arm two rotation, each line shaft three drives trapezoidal cutter one rotation of line shaft three left end respectively in rotation, and line shaft four drives trapezoidal cutter two rotation of line shaft four right-hand member in rotation, the soil cutting of its underpart stirs by each drill bit in rotation, stirring on each line shaft one is cut arm one and is stirred by the soil cutting being less than the region of bit diameter between two drill bits on line shaft one both sides in rotation, stirring on line shaft two is cut arm two and is stirred by the soil cutting being less than the region of bit diameter between two drill bits on line shaft two both sides in rotation, the soil cutting of left end is become recessed sphenocephaly by the trapezoidal cutter one on two line shafts three in rotation, and the soil cutting of right-hand member is become convex sphenocephaly by the trapezoidal cutter two on line shaft four in rotation, the soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and mobile jib is compressed into process and formed left end with recessed sphenocephaly, right-hand member with the L shape hole of convex sphenocephaly downwards.
The working method that the present invention manufactures the piling wall of L shape cement earth pile and the mutual plug of L shape concrete pile is as follows: first in the original position needing pile axis, the stake of a cement-soil L shape plug is manufactured by the working method that pile forming machine manufactures cement earth pile according to above-mentioned pile forming machine, on the right side of this L shape plug stake, the distance of interval L shape plug stake manufactures the stake of second cement-soil L shape plug again, so manufacture one, multiple interval L shape plug pilespacing from the stake of multiple cement-soil L shape plug, when the soil cement intensity of the L shape plug stake on both sides reaches some strength, the working method manufacturing L shape hole according to above-mentioned pile forming machine in spacing again between the stake of every two cement-soil L shape plugs manufactures a L shape hole respectively, concreting in this L shape hole, form the stake of concrete L shape plug, the recessed sphenocephaly of the concrete L shape plug stake between the stake of every two cement-soil L shape plugs is made to be fit to the convex sphenocephaly of cement-soil L shape plug stake, the convex sphenocephaly of the concrete L shape plug stake between the stake of every two cement-soil L shape plugs is fit to the recessed sphenocephaly of cement-soil L shape plug stake, formation cement-soil L shape plug stake like this and the stake of concrete L shape plug are spaced the piling wall of mutual plug, for the gear soil of building foundation, antiseep.
Claims (5)
1. a wedge shape plug L stake pile forming machine, the left end rear portion of crossbeam 1 is fixed in the front end of crossbeam 2 15, form a L-type component thus, the center of gravity position of L-type component is fixed in the lower end of mobile jib 1, the left end bottom of crossbeam one is fixed with station post 1, the stand lower end of post one is fixed with motor 6, the lower end of motor is fixed with dynamic equipment 1, the middle lower portion of crossbeam one is fixed with station post 24, the stand lower end of post two is fixed with dynamic equipment 28, the right-hand member bottom of crossbeam one is fixed with station post 35, the stand lower end of post three is fixed with dynamic equipment 39, the rear end lower of crossbeam two is fixed with station post 4 14, the stand lower end of post four is fixed with dynamic equipment 4 16, dynamic equipment one, dynamic equipment two, dynamic equipment three, the lower end of dynamic equipment four is respectively equipped with a drilling rod 12, the lower end of each drilling rod fixes a drill bit 13 respectively, a line shaft 1 is provided with between dynamic equipment one and dynamic equipment two, a line shaft one is provided with between dynamic equipment two and dynamic equipment three, a line shaft two is provided with between dynamic equipment one and dynamic equipment four, a link arm 17 is fixed on the middle both sides of each line shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm 1, a link arm 17 is fixed on the middle both sides of line shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm two, the left front of dynamic equipment one and left back export a line shaft three respectively, and the left end of each line shaft three fixes a trapezoidal cutter one respectively, and the right-hand member of dynamic equipment three exports a line shaft 4 22, and the right-hand member of line shaft four fixes a trapezoidal cutter 2 23, the convex sphenocephaly that the recessed sphenocephaly formed when these two trapezoidal cuttves one work and the trapezoidal cutter two of dynamic equipment three right-hand member are formed coincide, it is characterized in that:
Pile forming machine manufactures the working method of cement-soil L shape stake: during work, pump for mortar transmission carries cement paste respectively to each drill bit, what during work, mobile jib applying was downward compresses into power, motor drives dynamic equipment one to operate, the on-stream rotation driving power device two by the line shaft one in the right of dynamic equipment one operates, the on-stream rotation driving power device four by the line shaft two in back of dynamic equipment one operates, dynamic equipment two is on-stream to be operated by the rotation driving power device three of a line shaft one on the right of it, dynamic equipment one drives two line shafts three rotation on the left side simultaneously, dynamic equipment three drives a line shaft four on the right to rotate, the on-stream bit driven respectively by the drilling rod of under it under it of dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four, each line shaft one drives to stir respectively by the link arm on it in rotation cuts arm one rotation, line shaft two drives to stir by the link arm on it in rotation cuts arm two rotation, each line shaft three drives trapezoidal cutter one rotation of line shaft three left end respectively in rotation, and line shaft four drives trapezoidal cutter two rotation of line shaft four right-hand member in rotation, the earth of its underpart cuts and stirs with cement paste by each drill bit in rotation, stirring on each line shaft one is cut arm one and the region cutting being less than bit diameter between two drill bits on line shaft one both sides is stirred with cement paste in rotation, stirring on line shaft two is cut arm two and the region cutting being less than bit diameter between two drill bits on line shaft two both sides is stirred with cement paste in rotation, the earth of pile body left end cuts and stirs into recessed sphenocephaly by the trapezoidal cutter one on two line shafts three in rotation, the earth of pile body right-hand member cuts and stirs into convex sphenocephaly by the trapezoidal cutter two on line shaft four in rotation, mobile jib is compressed into process and is formed left end with recessed sphenocephaly, right-hand member with the cement-soil L shape plug stake of convex sphenocephaly downwards,
Pile forming machine manufactures the working method of concrete L shape stake: during work, pump for mortar transmission is to each drill bit conveying high-pressure water respectively, what during work, mobile jib applying was downward compresses into power, motor drives dynamic equipment one to operate, the on-stream rotation driving power device two by the line shaft one in the right of dynamic equipment one operates, the on-stream rotation driving power device four by the line shaft two in back of dynamic equipment one operates, dynamic equipment two is on-stream to be operated by the rotation driving power device three of a line shaft one on the right of it, dynamic equipment one drives two line shafts three rotation on the left side simultaneously, dynamic equipment three drives a line shaft four on the right to rotate, the on-stream bit driven respectively by the drilling rod of under it under it of dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four, each line shaft one drives to stir respectively by the link arm on it in rotation cuts arm one rotation, line shaft two drives to stir by the link arm on it in rotation cuts arm two rotation, each line shaft three drives trapezoidal cutter one rotation of line shaft three left end respectively in rotation, and line shaft four drives trapezoidal cutter two rotation of line shaft four right-hand member in rotation, the soil cutting of its underpart stirs by each drill bit in rotation, stirring on each line shaft one is cut arm one and is stirred by the soil cutting being less than the region of bit diameter between two drill bits on line shaft one both sides in rotation, stirring on line shaft two is cut arm two and is stirred by the soil cutting being less than the region of bit diameter between two drill bits on line shaft two both sides in rotation, the soil cutting of left end is become recessed sphenocephaly by the trapezoidal cutter one on two line shafts three in rotation, and the soil cutting of right-hand member is become convex sphenocephaly by the trapezoidal cutter two on line shaft four in rotation, the soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and mobile jib is compressed into process and formed left end with recessed sphenocephaly, right-hand member with the L shape hole of convex sphenocephaly downwards,
Pile forming machine manufactures the working method of the piling wall of L shape cement earth pile and the mutual plug of L shape concrete pile: first in the original position needing pile axis, the stake of a cement-soil L shape plug is manufactured by the working method that pile forming machine manufactures cement earth pile according to above-mentioned pile forming machine, on the right side of this L shape plug stake, the distance of interval L shape plug stake manufactures the stake of second cement-soil L shape plug again, so manufacture one, multiple interval L shape plug pilespacing from the stake of multiple cement-soil L shape plug, when the soil cement intensity of the L shape plug stake on both sides reaches some strength, the working method manufacturing L shape hole according to above-mentioned pile forming machine in spacing again between the stake of every two cement-soil L shape plugs manufactures a L shape hole respectively, concreting in this L shape hole, form the stake of concrete L shape plug, the recessed sphenocephaly of the concrete L shape plug stake between the stake of every two cement-soil L shape plugs is made to be fit to the convex sphenocephaly of cement-soil L shape plug stake, the convex sphenocephaly of the concrete L shape plug stake between the stake of every two cement-soil L shape plugs is fit to the recessed sphenocephaly of cement-soil L shape plug stake, formation cement-soil L shape plug stake like this and the stake of concrete L shape plug are spaced the piling wall of mutual plug, for the gear soil of building foundation, antiseep.
2. wedge shape plug L stake pile forming machine according to claim 1, is characterized in that: two on described each line shaft one are stirred the line shaft one cut arm one and be parallel to its place respectively.
3. wedge shape plug L stake pile forming machine according to claim 1, is characterized in that: two on described line shaft two are stirred the line shaft two cut arm two and be parallel to its place respectively.
4. wedge shape plug L stake pile forming machine according to claim 1, is characterized in that: two on described each line shaft one are stirred the equal diameters of cutting distance between arm one and drill bit.
5. wedge shape plug L stake pile forming machine according to claim 1, is characterized in that: two on described line shaft two are stirred the equal diameters of cutting distance between arm two and drill bit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511035438.4A CN105464086A (en) | 2015-12-31 | 2015-12-31 | Wedge plugged L-shaped pile forming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511035438.4A CN105464086A (en) | 2015-12-31 | 2015-12-31 | Wedge plugged L-shaped pile forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105464086A true CN105464086A (en) | 2016-04-06 |
Family
ID=55602205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511035438.4A Withdrawn CN105464086A (en) | 2015-12-31 | 2015-12-31 | Wedge plugged L-shaped pile forming machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105464086A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421343A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Wedge-shaped plug L-shaped pile forming machine |
| CN105625304A (en) * | 2015-12-31 | 2016-06-01 | 卢兴耐 | Wedge-shaped plug L pile forming machine |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100895336B1 (en) * | 2008-09-22 | 2009-05-07 | 원용문 | Ground reinforcement method |
| 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 |
| CN202000890U (en) * | 2011-04-12 | 2011-10-05 | 上海工程机械厂有限公司 | Multi-shaft equal-wall thickness continuous wall drilling machine |
| CN104846815A (en) * | 2015-06-05 | 2015-08-19 | 赵子健 | Implementing method for T-shaped round-head pile manufacturing device |
| CN105019436A (en) * | 2015-06-05 | 2015-11-04 | 刘玉燕 | Molding device for wedge-shaped opening locking piles |
| CN105019446A (en) * | 2015-08-09 | 2015-11-04 | 宋姝娴 | Using method of round-head T-shaped pile manufacturing equipment |
| CN105421343A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Wedge-shaped plug L-shaped pile forming machine |
| CN105625304A (en) * | 2015-12-31 | 2016-06-01 | 卢兴耐 | Wedge-shaped plug L pile forming machine |
-
2015
- 2015-12-31 CN CN201511035438.4A patent/CN105464086A/en not_active Withdrawn
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100895336B1 (en) * | 2008-09-22 | 2009-05-07 | 원용문 | Ground reinforcement method |
| 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 |
| CN202000890U (en) * | 2011-04-12 | 2011-10-05 | 上海工程机械厂有限公司 | Multi-shaft equal-wall thickness continuous wall drilling machine |
| CN104846815A (en) * | 2015-06-05 | 2015-08-19 | 赵子健 | Implementing method for T-shaped round-head pile manufacturing device |
| CN105019436A (en) * | 2015-06-05 | 2015-11-04 | 刘玉燕 | Molding device for wedge-shaped opening locking piles |
| CN105019446A (en) * | 2015-08-09 | 2015-11-04 | 宋姝娴 | Using method of round-head T-shaped pile manufacturing equipment |
| CN105421343A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Wedge-shaped plug L-shaped pile forming machine |
| CN105625304A (en) * | 2015-12-31 | 2016-06-01 | 卢兴耐 | Wedge-shaped plug L pile forming machine |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421343A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Wedge-shaped plug L-shaped pile forming machine |
| CN105625304A (en) * | 2015-12-31 | 2016-06-01 | 卢兴耐 | Wedge-shaped plug L pile forming machine |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105507271A (en) | Rectangular locking equipment with L-shaped piles and rectangular piles | |
| CN105421406A (en) | L-shaped pile and rectangular pile rectangular latch equipment | |
| CN105464086A (en) | Wedge plugged L-shaped pile forming machine | |
| CN105421343A (en) | Wedge-shaped plug L-shaped pile forming machine | |
| CN105507245A (en) | Plugging connecting L pile forming machine | |
| CN105625304A (en) | Wedge-shaped plug L pile forming machine | |
| CN105464090A (en) | Trapezoidal plugged equipment of H piles and rectangular piles | |
| CN105507244A (en) | L-shaped plugging fastening pile forming machine | |
| CN105464085A (en) | Trapezoidal plugged equipment of H piles and rectangular piles | |
| CN105507272A (en) | Rectangular inserting equipment with L-shaped piles and rectangular piles | |
| CN105421369A (en) | Rectangle inserting and combining equipment for H-shaped piles and rectangular piles | |
| CN105507283A (en) | Arc inserting and buckling equipment for T-shaped piles and rectangular piles | |
| CN105569024A (en) | Circular arc socket connection device of cross-shaped piles and circular piles | |
| CN105568982A (en) | Arc inserting and buckling device for L-shaped piles and rectangular piles | |
| CN105507282A (en) | Arc inserting equipment for L-shaped piles and rectangular piles | |
| CN105507246A (en) | Equipment for plugging H piles and rectangular piles in rectangular manner | |
| CN105568981A (en) | Arc inserting and connecting device for L-shaped piles and rectangular piles | |
| CN105568980A (en) | V-shaped inserting and buckling device for L-shaped piles and rectangular piles | |
| CN105421376A (en) | V-shaped plugging L pile forming machine | |
| CN105421392A (en) | Circular-arc spigot-joint equipment for crossed piles and rectangular piles | |
| CN105544522A (en) | Pile forming machine for L-shaped pile with rectangular plug | |
| CN105507303A (en) | Trapezoidal inserting equipment of H-shaped piles and rectangular piles | |
| CN105421391A (en) | Circular-arc spigot-joint equipment for crossed piles and rectangular piles | |
| CN105464097A (en) | Trapezoid buckling equipment for H-shaped piles and rectangular piles | |
| CN105442553A (en) | Circular-arc splicing equipment for L-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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160406 |
|
| WW01 | Invention patent application withdrawn after publication |