CN102979092B - Double shear type SMW (Soil Mixing Wall) working method piler - Google Patents
Double shear type SMW (Soil Mixing Wall) working method piler Download PDFInfo
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- CN102979092B CN102979092B CN201210503758.8A CN201210503758A CN102979092B CN 102979092 B CN102979092 B CN 102979092B CN 201210503758 A CN201210503758 A CN 201210503758A CN 102979092 B CN102979092 B CN 102979092B
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- hinged
- shear arm
- oil hydraulic
- hydraulic cylinder
- shear
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Abstract
The invention relates to a shear type SMW (Soil Mixing Wall) working method piler for constructing an underground diaphragm wall. A spouting nozzle is arranged on the downmost part of a drill pipe, and the middle of a cross rod is fixedly arranged on the drill pipe. Left and right uprights and left and right oil hydraulic cylinders are arranged at the lower end of the cross rod. The upper end of the left upright is hinged with the cross rod, while the lower end of the left upright is hinged with an upper end of a shear arm B. The upper end of the right upright is hinged with the cross rod, while the lower end of the right upright is hinged with an upper end of a shear arm C. A shear arm A and the shear arm B are hinged through a left pin in a forficiform shape. The upper end of the shear arm A is hinged with the drill pipe, the lower end of the left oil hydraulic cylinder is hinged with the left pin, and the upper and of the left oil hydraulic cylinder is hinged with the cross rod. The shear arm C and a shear arm D are hinged through a right pin in a forficiform shape. The upper end of the shear arm D is hinged with the drill pipe, the lower end of the right oil hydraulic cylinder is hinged with the right pin, and the upper end of the right oil hydraulic cylinder is hinged with the cross rod. The lower ends of the four shear arms are provided with agitating rods, and a plurality of agitating cutter teeth are arranged on the lower parts of the agitating rods.
Description
One, technical field
The present invention 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 drill bits that stir, and inserts thereafter H shaped steel, and become diaphragm wall like this is one continuous cylinder side by side, has serious undergauge between cylinder and cylinder.
Three, summary of the invention:
The present invention 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 present invention is achieved through the following technical solutions:
A kind of double shear formula SMW engineering method stake machine, the foot of drilling rod is provided with whitewashing mouth, in the middle of cross bar, be fixed on drilling rod, 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, puddler bottom is provided with several stirring cutters tooth.
The present invention has following feature:
Scissor SMW engineering method stake machine, by the motion of puddler and a plurality of stirring cutters tooth of four shear arm lower ends of two scissor bodies that are arranged symmetrically with in left and right, stirs slurries and geology soil one-tenth wall, and body of wall is regular rectangle, evenly, continuously.
Four, accompanying drawing explanation:
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Accompanying drawing 1 is structural representation of the present invention
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, whitewashing mouth.
Five, the specific embodiment:
Accompanying drawing is a kind of specific embodiment of the present invention, the foot of this embodiment drilling rod 1 is provided with whitewashing mouth 15, in the middle of cross bar 2, be fixed on drilling rod, 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 left oil hydraulic cylinder 5 hinged left pins 7 in lower end, 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 right oil hydraulic cylinder 6 hinged right pins 8 in lower end, right oil hydraulic cylinder upper end hinged cross rod 2, four shear arm lower ends are equipped with puddler 13, puddler bottom is provided with several stirring cutters tooth 14.
When the present invention works, left and right two oil hydraulic cylinder synchronization telescope push-and-pull left and right two pins, ordering about the synchronous left and right of four shear arms moves back and forth, cement soil wall puddler and stirring cutter tooth stir into the slurries of whitewashing mouth ejection in motion process with geology soil together with, insert H shaped steel thereafter, diaphragm wall.
Claims (1)
1. a double shear formula SMW engineering method stake machine, the foot of drilling rod (1) is provided with whitewashing mouth (15), in the middle of cross bar (2), be fixed on drilling rod, 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), four shear arm lower ends are equipped with puddler (13), puddler bottom is provided with several stirring cutters tooth (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210503758.8A CN102979092B (en) | 2012-12-02 | 2012-12-02 | Double shear type SMW (Soil Mixing Wall) working method piler |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210503758.8A CN102979092B (en) | 2012-12-02 | 2012-12-02 | Double shear type SMW (Soil Mixing Wall) working method piler |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102979092A CN102979092A (en) | 2013-03-20 |
| CN102979092B true CN102979092B (en) | 2014-11-12 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210503758.8A Expired - Fee Related CN102979092B (en) | 2012-12-02 | 2012-12-02 | Double shear type SMW (Soil Mixing Wall) working method piler |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102979092B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114504974A (en) * | 2022-01-25 | 2022-05-17 | 安徽科技学院 | Pesticide preparation equipment with quantitative filling function and use method |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2698954Y (en) * | 2004-05-09 | 2005-05-11 | 王刚 | Expanding bucket for drilling and pouring expanded-base pile |
| JP4575877B2 (en) * | 2005-11-29 | 2010-11-04 | 株式会社東亜利根ボーリング | Excavator |
| JP4808677B2 (en) * | 2007-06-22 | 2011-11-02 | 株式会社オムテック | Foundation pile excavator |
| JP2010007329A (en) * | 2008-06-26 | 2010-01-14 | Sumitomo Forestry Co Ltd | Agitating device for columnar improvement |
| CN102619244B (en) * | 2012-04-14 | 2014-06-18 | 日照市岚山岩水基础工程处 | Four-drill trenching machine |
| CN102677717B (en) * | 2012-06-01 | 2014-08-06 | 浙江友腾科技有限公司 | Double-power grooving machine |
| CN202945600U (en) * | 2012-12-02 | 2013-05-22 | 张永忠 | Double-shear-mode soil mixing wall (SMW) construction method pile machine |
-
2012
- 2012-12-02 CN CN201210503758.8A patent/CN102979092B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN102979092A (en) | 2013-03-20 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHOUSHAN HONGDA TRAFFIC ENGINEERING CO., LTD. Free format text: FORMER OWNER: ZHANG YONGZHONG Effective date: 20141009 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Fang Xianfei Inventor after: Ying Gaofeng Inventor before: Zhang Yongzhong |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 276807 RIZHAO, SHANDONG PROVINCE TO: 316000 ZHOUSHAN, ZHEJIANG PROVINCE Free format text: CORRECT: INVENTOR; FROM: ZHANG YONGZHONG TO: FANG XIANFEI YING GAOFENG |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20141009 Address after: 316000, No. 47 East Ring Road, Dinghai, Zhejiang, Zhoushan Applicant after: Traffic engineering Co., Ltd of Zhoushan HTC Address before: 276807 car hill area, Arashiyama District, Shandong, Rizhao City Applicant before: Zhang Yongzhong |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141112 Termination date: 20151202 |
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| EXPY | Termination of patent right or utility model |