CN104594342A - Cam SMW (Soil Mixing Wall) construction method pile machine - Google Patents

Cam SMW (Soil Mixing Wall) construction method pile machine Download PDF

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Publication number
CN104594342A
CN104594342A CN201410843662.5A CN201410843662A CN104594342A CN 104594342 A CN104594342 A CN 104594342A CN 201410843662 A CN201410843662 A CN 201410843662A CN 104594342 A CN104594342 A CN 104594342A
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China
Prior art keywords
camber
cam
fixed
drilling rod
beams
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Application number
CN201410843662.5A
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Chinese (zh)
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CN104594342B (en
Inventor
张璐
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张璐
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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole

Abstract

The invention discloses a cam SMW (Soil Mixing Wall) construction method pile machine. A second drill pipe is fixedly provided with a cam; a first camber beam is arranged in front of the cam; a second camber beam is arranged behind the cam; a distance between the first camber beam and the second camber becomes narrow on a left end; a first drill pipe is clamped between the two camber beams; the most left ends of the two camber beams are fixed by a first transom; the distance between the first camber beam and the second camber beam also becomes narrow on a right end; a third drill pipe is clamped between the two camber beams; the most right ends of the two camber beams are fixed by a fourth transom; the left side of the cam is provided with a second transom; two ends of the second transom are respectively fixed on the first camber beam and the second camber beam; the right side of the cam is provided with a third transom; two ends of the third transom are respectively fixed on the first camber beam and the second camber beam; the lower parts of the first camber beam and the second camber beam are fixedly provided with first stirring knives; the inner sides of the first camber beam and the second camber beam are fixedly provided with second stirring knives.

Description

Cam SMW engineering method stake machine
Technical field
The present invention relates to a kind of cam SMW engineering method stake machine of SMW engineering method stake machine, particularly a kind of building foundation anti-seepage reinforcing.
Background technology
At present, the SMW engineering method stake machine of building foundation anti-seepage reinforcing, be all stir into three cylinders with three stirring-heads, the thickness between every two cylinders is very little, and anti-seepage effect is unsatisfactory.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of cam SMW engineering method stake machine.
The present invention is achieved through the following technical solutions:
A kind of cam SMW engineering method stake machine, be provided with the first drilling rod side by side, second drilling rod, 3rd drilling rod, the bottom of three drilling rods is respectively equipped with stirring-head, second drilling rod is fixed with a cam, the first camber beam is provided with before cam, the second camber beam is provided with after cam, distance between first camber beam and the second camber beam narrows at left end, first drilling rod is clipped between two camber beams, the high order end of two camber beams is fixed by the first crosspiece, distance between first camber beam and the second camber beam also narrows at right-hand member, 3rd drilling rod is clipped between two camber beams, the low order end of two camber beams is fixed by the 4th crosspiece, the left side of cam is provided with the second strut rail, the two ends of the second strut rail are individually fixed in the first camber beam and the second camber beam, the right of cam is provided with the 3rd strut rail, the two ends of the 3rd strut rail are individually fixed in the first camber beam and the second camber beam, the bottom of the first camber beam and the second camber beam is fixed with the first stirring blade, the inner side of the first camber beam and the second camber beam is fixed with the second stirring blade, first drilling rod is fixed with two back-up rings, between the left end of camber beam is clipped in by these two back-up rings, 3rd drilling rod is also fixed with two back-up rings, between the right-hand member of camber beam is clipped in by these two back-up rings.
The present invention has following feature:
The first stirring blade on the present invention first camber beam and the second camber beam and the second stirring blade three stirring-heads are stirred less than place stir, become the SMW pile body that thickness is equal.
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 A-A view of Fig. 1.
In figure: 1, the first drilling rod, the 2, second drilling rod, the 3, the 3rd drilling rod, 4, stirring-head, the 5, first crosspiece, 6, back-up ring, the 7, first stirring blade, the 8, second strut rail, the 9, the 3rd strut rail, 10, cam, 11, the 4th strut rail, the 12, second stirring blade, the 13, first camber beam, the 14, second camber beam.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, this embodiment is provided with the first drilling rod 1 side by side, second drilling rod 2, 3rd drilling rod 3, the bottom of three drilling rods is respectively equipped with a stirring-head 4, second drilling rod is fixed with a cam 10, the first camber beam 13 is provided with before cam, the second camber beam 14 is provided with after cam, distance between first camber beam and the second camber beam narrows at left end, first drilling rod is clipped between two camber beams, the high order end of two camber beams is fixed by the first crosspiece 5, distance between first camber beam and the second camber beam also narrows at right-hand member, 3rd drilling rod is clipped between two camber beams, the low order end of two camber beams is fixed by the 4th crosspiece 11, the left side of cam is provided with the second strut rail 8, the two ends of the second strut rail are individually fixed in the first camber beam and the second camber beam, the right of cam is provided with the 3rd strut rail 9, the two ends of the 3rd strut rail are individually fixed in the first camber beam and the second camber beam, the bottom of the first camber beam and the second camber beam is fixed with the first stirring blade 7, the inner side of the first camber beam and the second camber beam is fixed with the second stirring blade 12, first drilling rod is fixed with two back-up rings 6, between the left end of camber beam is clipped in by these two back-up rings, 3rd drilling rod is also fixed with two back-up rings, between the right-hand member of camber beam is clipped in by these two back-up rings.
When the present invention works, three drilling rods drive three stirring-head Stirrings respectively, the cement paste injected with filling system stirs into compound pile body, meanwhile, second drilling rod band moving cam rotates, when the tip of cam rotates to the 3rd strut rail, promote the 3rd strut rail, first camber beam and the second camber beam move right, when the tip of cam rotates to the second strut rail, promote the second strut rail, first camber beam and the second camber beam are to left movement, the first stirring blade on first camber beam and the second camber beam and the second stirring blade three stirring-heads are stirred less than place stir, become the SMW pile body that thickness is equal.

Claims (1)

1. a SMW engineering method stake machine, be provided with the first drilling rod (1) side by side, second drilling rod (2), 3rd drilling rod (3), the bottom of three drilling rods is respectively equipped with a stirring-head (4), it is characterized in that: the second drilling rod is fixed with a cam (10), the first camber beam (13) is provided with before cam, the second camber beam (14) is provided with after cam, distance between first camber beam and the second camber beam narrows at left end, first drilling rod is clipped between two camber beams, the high order end of two camber beams is fixed by the first crosspiece (5), distance between first camber beam and the second camber beam also narrows at right-hand member, 3rd drilling rod is clipped between two camber beams, the low order end of two camber beams is fixed by the 4th crosspiece (11), the left side of cam is provided with the second strut rail (8), the two ends of the second strut rail are individually fixed in the first camber beam and the second camber beam, the right of cam is provided with the 3rd strut rail (9), the two ends of the 3rd strut rail are individually fixed in the first camber beam and the second camber beam, the bottom of the first camber beam and the second camber beam is fixed with the first stirring blade (7), the inner side of the first camber beam and the second camber beam is fixed with the second stirring blade (12), first drilling rod is fixed with two back-up rings (6), between the left end of camber beam is clipped in by these two back-up rings, 3rd drilling rod is also fixed with two back-up rings, between the right-hand member of camber beam is clipped in by these two back-up rings.
CN201410843662.5A 2014-12-31 2014-12-31 Cam SMW engineering method stake machine Expired - Fee Related CN104594342B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410843662.5A CN104594342B (en) 2014-12-31 2014-12-31 Cam SMW engineering method stake machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410843662.5A CN104594342B (en) 2014-12-31 2014-12-31 Cam SMW engineering method stake machine

Publications (2)

Publication Number Publication Date
CN104594342A true CN104594342A (en) 2015-05-06
CN104594342B CN104594342B (en) 2016-08-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410843662.5A Expired - Fee Related CN104594342B (en) 2014-12-31 2014-12-31 Cam SMW engineering method stake machine

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CN (1) CN104594342B (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104831719A (en) * 2015-06-05 2015-08-12 张璐 Pentagonal prism composite soil pile machine
CN104831716A (en) * 2015-06-05 2015-08-12 刘玉秋 Implementation method for trapezoid composite soil pile machine
CN104847254A (en) * 2015-06-05 2015-08-19 刘玉秋 Square stirring drilling machine
CN104846814A (en) * 2015-06-05 2015-08-19 刘玉秋 Square stirring drilling machine
CN105002893A (en) * 2015-06-05 2015-10-28 张永忠 Implementation method for secant pile forming machine
CN105002892A (en) * 2015-06-05 2015-10-28 刘玉燕 Kidney-shaped pile forming machine

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004332431A (en) * 2003-05-09 2004-11-25 Tenox Corp Method for constructing soil-cement composite pile
CN201671099U (en) * 2010-03-18 2010-12-15 上海强劲基础工程有限公司 SMW construction-method tri-axial deep hole mixing pile driver
CN102628271A (en) * 2012-04-26 2012-08-08 张永忠 Five-shaft pile machine of soil mixing wall (SMW) technique
CN102926382A (en) * 2012-11-08 2013-02-13 中国地质工程集团公司深圳分公司 Construction method of soil mixing wall (SMW) engineering method
CN102943469A (en) * 2012-12-11 2013-02-27 张璐 Elliptical soil mixing wall (SMW) construction method pile machine

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004332431A (en) * 2003-05-09 2004-11-25 Tenox Corp Method for constructing soil-cement composite pile
CN201671099U (en) * 2010-03-18 2010-12-15 上海强劲基础工程有限公司 SMW construction-method tri-axial deep hole mixing pile driver
CN102628271A (en) * 2012-04-26 2012-08-08 张永忠 Five-shaft pile machine of soil mixing wall (SMW) technique
CN102926382A (en) * 2012-11-08 2013-02-13 中国地质工程集团公司深圳分公司 Construction method of soil mixing wall (SMW) engineering method
CN102943469A (en) * 2012-12-11 2013-02-27 张璐 Elliptical soil mixing wall (SMW) construction method pile machine

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104831719A (en) * 2015-06-05 2015-08-12 张璐 Pentagonal prism composite soil pile machine
CN104831716A (en) * 2015-06-05 2015-08-12 刘玉秋 Implementation method for trapezoid composite soil pile machine
CN104847254A (en) * 2015-06-05 2015-08-19 刘玉秋 Square stirring drilling machine
CN104846814A (en) * 2015-06-05 2015-08-19 刘玉秋 Square stirring drilling machine
CN105002893A (en) * 2015-06-05 2015-10-28 张永忠 Implementation method for secant pile forming machine
CN105002892A (en) * 2015-06-05 2015-10-28 刘玉燕 Kidney-shaped pile forming machine
CN105002893B (en) * 2015-06-05 2016-11-30 重庆晨宇机床制造有限公司 A kind of implementation of interlocking pile pile-formation machine
CN104847254B (en) * 2015-06-05 2016-12-07 重庆凌云工具有限公司 Square agitation driller
CN105002892B (en) * 2015-06-05 2016-12-21 重庆晨宇机床制造有限公司 Oval pile-formation machine

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Inventor after: Xiao Haina

Inventor after: Zhang Zhiming

Inventor after: Fan Qiongqiong

Inventor after: Su Shuai

Inventor after: Guo Jimin

Inventor after: Ji Huiqiang

Inventor after: Dong Zhongxiang

Inventor after: Zhang Bin

Inventor after: Wu Kai

Inventor after: Guo Hongyi

Inventor before: Zhang Lu

Inventor after: Xiao Haina

Inventor after: Zhang Zhiming

Inventor after: Fan Qiongqiong

Inventor after: Su Shuai

Inventor after: Guo Jimin

Inventor after: Ji Huiqiang

Inventor after: Dong Zhongxiang

Inventor after: Zhang Bin

Inventor after: Wu Kai

Inventor after: Guo Hongyi

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TA01 Transfer of patent application right

Effective date of registration: 20160607

Address after: 266555 Qingdao Jiangshan Road, Huangdao District, Shandong, No. 116

Applicant after: Zong Chao

Address before: Ji'nan road 276800 in Shandong Province, Rizhao City Donggang District No. 277 Belvedere Garden

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Effective date of registration: 20160607

Address after: 266555 Qingdao Jiangshan Road, Huangdao District, Shandong, No. 116

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Inventor after: Zhang Di

Inventor before: Xiao Haina

Inventor before: Zhang Zhiming

Inventor before: Fan Qiongqiong

Inventor before: Su Shuai

Inventor before: Guo Jimin

Inventor before: Ji Huiqiang

Inventor before: Dong Zhongxiang

Inventor before: Zhang Bin

Inventor before: Wu Kai

Inventor before: Guo Hongyi

Inventor after: Zhang Di

Inventor before: Xiao Haina

Inventor before: Zhang Zhiming

Inventor before: Fan Qiongqiong

Inventor before: Su Shuai

Inventor before: Guo Jimin

Inventor before: Ji Huiqiang

Inventor before: Dong Zhongxiang

Inventor before: Zhang Bin

Inventor before: Wu Kai

Inventor before: Guo Hongyi

TR01 Transfer of patent right
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TR01 Transfer of patent right

Effective date of registration: 20170612

Address after: 065701, 24, Minquan Road, Jianhua street, Shengfang Town, Bazhou, Hebei

Patentee after: Zhang Di

Address before: 266555 Qingdao Jiangshan Road, Huangdao District, Shandong, No. 116

Patentee before: Zong Chao

Effective date of registration: 20170612

Address after: 065701, 24, Minquan Road, Jianhua street, Shengfang Town, Bazhou, Hebei

Patentee after: Zhang Di

Address before: 266555 Qingdao Jiangshan Road, Huangdao District, Shandong, No. 116

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160824

Termination date: 20171231