CN102979092A - 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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- CN102979092A CN102979092A CN2012105037588A CN201210503758A CN102979092A CN 102979092 A CN102979092 A CN 102979092A CN 2012105037588 A CN2012105037588 A CN 2012105037588A CN 201210503758 A CN201210503758 A CN 201210503758A CN 102979092 A CN102979092 A CN 102979092A
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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, all is 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 the cylinder.
Three, summary of the invention:
The present invention has remedied 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 the whitewashing mouth, be fixed in drilling rod in the middle of the cross bar, about the cross bar lower end is provided with two vertical rods and about two oil hydraulic cylinders, 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, and the puddler bottom is provided with several and stirs cutter tooth.
The present invention has following characteristics:
Scissor SMW engineering method stake machine by about the puddler of four shear arm lower ends of two scissor bodies that are arranged symmetrically with and the motion of a plurality of stirring cutters tooth, stir slurries and geology soil and become wall, body of wall be the rectangle of rule, evenly, continuous.
Four, description of drawings:
The present invention is further illustrated below in conjunction with accompanying drawing:
Accompanying drawing 1 is structural representation of the present invention
Accompanying drawing 2 is A-A view.
Among the 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 invention, the foot of this embodiment drilling rod 1 is provided with whitewashing mouth 15, be fixed in drilling rod in the middle of the cross bar 2, about the cross bar lower end is provided with two vertical rods and about two oil hydraulic cylinders, 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, hinged cross rod 2, four shear arm lower ends, right oil hydraulic cylinder upper end are equipped with puddler 13, and the puddler bottom is provided with several and stirs cutter tooth 14.
When the present invention works, about two pins about two oil hydraulic cylinder synchronization telescope push-and-pulls, ordering about four shear arms moves back and forth synchronously, puddler and stir the cutter tooth slurries that mouth sprays of in motion process, will whitewash and stir into cement soil wall with geology soil, 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 the cross bar (2), about the cross bar lower end is provided with two vertical rods and about two oil hydraulic cylinders, 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, it 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 |
|---|---|---|---|
| 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 true CN102979092A (en) | 2013-03-20 |
| CN102979092B CN102979092B (en) | 2014-11-12 |
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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) |
Cited By (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 |
Citations (7)
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|---|---|---|---|---|
| CN2698954Y (en) * | 2004-05-09 | 2005-05-11 | 王刚 | Expanding bucket for drilling and pouring expanded-base pile |
| JP2007146514A (en) * | 2005-11-29 | 2007-06-14 | Toa Tone Boring:Kk | Digger |
| JP2009002082A (en) * | 2007-06-22 | 2009-01-08 | Omtec:Kk | Excavator for foundation pile |
| JP2010007329A (en) * | 2008-06-26 | 2010-01-14 | Sumitomo Forestry Co Ltd | Agitating device for columnar improvement |
| CN102619244A (en) * | 2012-04-14 | 2012-08-01 | 张永忠 | Four-drill trenching machine |
| CN102677717A (en) * | 2012-06-01 | 2012-09-19 | 张永忠 | 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
Patent Citations (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 |
| JP2007146514A (en) * | 2005-11-29 | 2007-06-14 | Toa Tone Boring:Kk | Digger |
| JP2009002082A (en) * | 2007-06-22 | 2009-01-08 | Omtec:Kk | Excavator for foundation pile |
| JP2010007329A (en) * | 2008-06-26 | 2010-01-14 | Sumitomo Forestry Co Ltd | Agitating device for columnar improvement |
| CN102619244A (en) * | 2012-04-14 | 2012-08-01 | 张永忠 | Four-drill trenching machine |
| CN102677717A (en) * | 2012-06-01 | 2012-09-19 | 张永忠 | 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 |
Non-Patent Citations (1)
| Title |
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| 黄均龙等: "SMW工法四轴深层搅拌机研制与应用", 《岩土工程界》 * |
Cited By (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 |
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| Publication number | Publication date |
|---|---|
| CN102979092B (en) | 2014-11-12 |
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Legal Events
| Date | Code | Title | Description |
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| 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 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent of 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 |