CN202945600U - Double-shear-mode soil mixing wall (SMW) construction method pile machine - Google Patents
Double-shear-mode soil mixing wall (SMW) construction method pile machine Download PDFInfo
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- CN202945600U CN202945600U CN 201220649846 CN201220649846U CN202945600U CN 202945600 U CN202945600 U CN 202945600U CN 201220649846 CN201220649846 CN 201220649846 CN 201220649846 U CN201220649846 U CN 201220649846U CN 202945600 U CN202945600 U CN 202945600U
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Abstract
The utility model relates to a double-shear-mode soil mixing wall (SMW) construction method pile machine for building an underground continuous wall. A guniting nozzle is arranged at the lowest portion of a drill rod. The middle of a cross rod is fixed on the drill rod. A left upright, a right upright, a left oil cylinder and a right oil cylinder are arranged at the lower end of the cross rod. The upper end of the left upright is hinged with the cross rod. The lower end of the left upright is hinged with the upper end of a scissors arm B. The upper end of the right upright is hinged with the cross rod. The lower end of the right upright is hinged with the upper end of a scissors arm C. A scissors arm A and the scissors arm B are hinged into a scissors form through a left pin. The upper end of the scissors arm A is hinged with the drill rod. The lower end of the left oil cylinder is hinged with the left pin. The upper end of the left oil cylinder is hinged with the cross rod. The scissors arm C and a scissors arm D are hinged into a scissors form through a right pin. The upper end of the scissors arm D is hinged with a drill rod. The lower end of the right oil cylinder is hinged with the right pin. The upper end of the right oil cylinder is hinged with the cross rod. The lowers ends of the four scissors arms are provided with mixing rods. The lower portions of the mixing rods are provided with a plurality of missing blade teeth.
Description
One, technical field
The utility model relates to a kind of machine, particularly a kind of double shear formula SMW engineering method stake machine of building diaphragm wall.
Two, background technology:
At present, building the SMW engineering method stake machine of diaphragm wall, is all to creep into side by side stirring with several circular stirring drill bits, inserts thereafter H shaped steel, and the diaphragm wall that becomes like this is one continuous cylinder side by side, has serious undergauge between cylinder and cylinder.
Three, summary of the invention:
The utility model has made up the shortcoming of above SMW engineering method stake machine, and a kind of double shear formula SMW engineering method stake machine is provided.
The utility model is achieved by the following technical solution:
a kind of double shear formula SMW engineering method stake machine, the foot of drilling rod is provided with the whitewashing mouth, be fixed in drilling rod in the middle of cross bar, the cross bar lower end is provided with the vertical rod of two of left and right and two of left and right oil hydraulic cylinder, left vertical rod upper end hinged cross rod, hinged shear arm B upper end, left vertical rod lower end, right vertical rod upper end hinged cross rod, hinged shear arm C upper end, lower end, shear arm A and shear arm B are hinged to scissor by left pin, shear arm A upper end articulated drill pipe, the hinged left pin in left oil hydraulic cylinder lower end, left oil hydraulic cylinder upper end hinged cross rod, shear arm C and shear arm D are hinged to scissor by right pin, shear arm D upper end articulated drill pipe, the hinged right pin in right oil hydraulic cylinder lower end, right oil hydraulic cylinder upper end hinged cross rod, four shear arm lower ends are equipped with puddler, the puddler bottom is provided with several and stirs cutter tooth.
The utlity model has following characteristics:
Scissor SMW engineering method stake machine stirs slurries and geology soil and becomes wall by the puddler of four shear arm lower ends of two scissor bodies that are arranged symmetrically with in left and right and the motion of a plurality of stirring cutters tooth, and body of wall be the rectangle of rule, evenly, continuous.
Four, description of drawings:
Below in conjunction with accompanying drawing, the utility model is further described:
Accompanying drawing 1 is structural representation of the present utility model
Accompanying drawing 2 is A-A view.
In figure: 1, drilling rod, 2, cross bar, 3, left vertical rod, 4, right vertical rod, 5, left oil hydraulic cylinder, 6, right oil hydraulic cylinder, 7, left pin, 8, right pin, 9, shear arm A, 10, shear arm B, 11, shear arm C, 12, shear arm D, 13, puddler, 14, stir cutter tooth, 15, the whitewashing mouth.
Five, the specific embodiment:
accompanying drawing is a kind of specific embodiment of the present utility model, the foot of this embodiment drilling rod 1 is provided with whitewashing mouth 15, be fixed in drilling rod in the middle of cross bar 2, the cross bar lower end is provided with the vertical rod of two of left and right and two of left and right oil hydraulic cylinder, left vertical rod 3 upper end hinged cross rods, hinged shear arm B upper end, left vertical rod lower end, right vertical rod 4 upper end hinged cross rods, hinged shear arm C11 upper end, lower end, shear arm A and shear arm B are hinged to scissor by left pin 7, shear arm A upper end articulated drill pipe, the hinged left pin 7 in left oil hydraulic cylinder 5 lower ends, left oil hydraulic cylinder upper end hinged cross rod 2, shear arm C and shear arm D are hinged to scissor by right pin 8, shear arm D upper end articulated drill pipe, the hinged right pin 8 in right oil hydraulic cylinder 6 lower ends, right oil hydraulic cylinder upper end hinged cross rod 2, four shear arm lower ends are equipped with puddler 13, the puddler bottom is provided with several and stirs cutter tooth 14.
During the utility model work, two pins about the two oil hydraulic cylinder synchronization telescope push-and-pulls of left and right, order about the synchronous left and right reciprocating motion of four shear arms, puddler and stirring cutter tooth are at the slurries cement soil wall together with geology soil stirs into of mouth ejection of whitewashing in motion process, insert H shaped steel thereafter, diaphragm wall.
Claims (2)
1. double shear formula SMW engineering method stake machine, the foot of drilling rod (1) is provided with whitewashing mouth (15), be fixed in drilling rod in the middle of cross bar (2), the cross bar lower end is provided with the vertical rod of two of left and right and two of left and right oil hydraulic cylinder, it is characterized in that: left vertical rod (3) upper end hinged cross rod, hinged shear arm B upper end, left vertical rod lower end, right vertical rod (4) upper end hinged cross rod, the hinged shear arm C(11 in lower end) upper end, shear arm A and shear arm B are hinged to scissor by left pin (7), shear arm A upper end articulated drill pipe, the hinged left pin in left oil hydraulic cylinder (5) lower end (7), left oil hydraulic cylinder upper end hinged cross rod (2), shear arm C and shear arm D are hinged to scissor by right pin (8), shear arm D upper end articulated drill pipe, the hinged right pin in right oil hydraulic cylinder (6) lower end (8), right oil hydraulic cylinder upper end hinged cross rod (2).
2. double shear formula SMW engineering method stake machine according to claim 1 is characterized in that: four shear arm lower ends are equipped with puddler (13), and the puddler bottom is provided with several and stirs cutter tooth (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220649846 CN202945600U (en) | 2012-12-02 | 2012-12-02 | Double-shear-mode soil mixing wall (SMW) construction method pile machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220649846 CN202945600U (en) | 2012-12-02 | 2012-12-02 | Double-shear-mode soil mixing wall (SMW) construction method pile machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202945600U true CN202945600U (en) | 2013-05-22 |
Family
ID=48421308
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220649846 Expired - Lifetime CN202945600U (en) | 2012-12-02 | 2012-12-02 | Double-shear-mode soil mixing wall (SMW) construction method pile machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202945600U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979092A (en) * | 2012-12-02 | 2013-03-20 | 张永忠 | Double shear type SMW (Soil Mixing Wall) working method piler |
| CN104594341A (en) * | 2014-12-31 | 2015-05-06 | 朱艳菊 | Equal-width SMW (soil mixing wall) process pile machine |
| CN104746513A (en) * | 2015-04-12 | 2015-07-01 | 宋姝娴 | Implementation method of five-axis SMW (soil mixed wall) construction type piling machine |
-
2012
- 2012-12-02 CN CN 201220649846 patent/CN202945600U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979092A (en) * | 2012-12-02 | 2013-03-20 | 张永忠 | Double shear type SMW (Soil Mixing Wall) working method piler |
| CN104594341A (en) * | 2014-12-31 | 2015-05-06 | 朱艳菊 | Equal-width SMW (soil mixing wall) process pile machine |
| CN104746513A (en) * | 2015-04-12 | 2015-07-01 | 宋姝娴 | Implementation method of five-axis SMW (soil mixed wall) construction type piling machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130522 Effective date of abandoning: 20141112 |
|
| RGAV | Abandon patent right to avoid regrant |