CN104594342B - Cam SMW engineering method stake machine - Google Patents

Cam SMW engineering method stake machine Download PDF

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Publication number
CN104594342B
CN104594342B CN201410843662.5A CN201410843662A CN104594342B CN 104594342 B CN104594342 B CN 104594342B CN 201410843662 A CN201410843662 A CN 201410843662A CN 104594342 B CN104594342 B CN 104594342B
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CN
China
Prior art keywords
camber beam
camber
cam
fixed
drilling rod
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Expired - Fee Related
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CN201410843662.5A
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Chinese (zh)
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CN104594342A (en
Inventor
孝海娜
樊琼琼
苏帅
郭继敏
纪惠强
董仲祥
张滨
武凯
郭洪义
张志明
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Zhang Di
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Individual
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Publication of CN104594342B publication Critical patent/CN104594342B/en
Expired - Fee Related legal-status Critical Current
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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 OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK 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

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Fluid Mechanics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Physics & Mathematics (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

nullA kind of cam SMW engineering method stake machine,A cam it is fixed with on second drilling rod,The first camber beam it is provided with before cam,The second camber beam it 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.

Description

Cam SMW Engineering method stake machine
Technical field
The present invention relates to a kind of SMW engineering method stake machine, the cam SMW engineering method stake machine of a kind of building foundation anti-seepage reinforcing.
Background technology
At present, the SMW engineering method stake machine of building foundation anti-seepage reinforcing, is all to stir into three cylinders with three stirring-heads, and the thickness between each two cylinder is the least, and anti-seepage effect is unsatisfactory.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of cam SMW engineering method stake machine.
The present invention is achieved through the following technical solutions:
nullA kind of cam SMW engineering method stake machine,It is 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,A cam it is fixed with on second drilling rod,The first camber beam it is provided with before cam,The second camber beam it 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,Two back-up rings it are fixed with on first drilling rod,Between the left end of camber beam is clipped in by these two back-up rings,Also two back-up rings it are fixed with on 3rd drilling rod,Between the right-hand member of camber beam is clipped in by these two back-up rings.
The present invention has a following feature:
The first stirring blade on the present invention the first camber beam and the second camber beam and the second stirring blade by three stirring-heads stirrings less than local stirring, become the SMW pile body that thickness is equal.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the 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
nullAccompanying 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,A cam 10 it is fixed with on second drilling rod,The first camber beam 13 it is provided with before cam,The second camber beam 14 it 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,Two back-up rings 6 it are fixed with on first drilling rod,Between the left end of camber beam is clipped in by these two back-up rings,Also two back-up rings it are fixed with on 3rd drilling rod,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 mortar injected with filling system stirs into compound pile body, meanwhile, second drilling rod band moving cam rotates, when the tip of cam rotates to three strut rails, 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 by three stirring-heads stirrings less than local stirring, become the SMW pile body that thickness is equal.

Claims (1)

  1. null1. a SMW engineering method stake machine,It 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),It is characterized in that: on the second drilling rod, be fixed with a cam (10),The first camber beam (13) it is provided with before cam,The second camber beam (14) it is provided with after cam,Distance between first camber beam and the second camber beam narrows at left end,First drilling rod is clipped in two camber beam left end narrow parts,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 in two camber beam right-hand member narrow parts,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),Two back-up rings (6) it are fixed with on first drilling rod,The left end of camber beam is clipped in the middle by these two back-up rings,Also two back-up rings it are fixed with on 3rd drilling rod,The right-hand member of camber beam is clipped in the middle 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 CN104594342A (en) 2015-05-06
CN104594342B true CN104594342B (en) 2016-08-24

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Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105002892B (en) * 2015-06-05 2016-12-21 重庆晨宇机床制造有限公司 Oval pile-formation machine
CN104831716B (en) * 2015-06-05 2016-12-14 重庆科燃科技有限公司 A kind of implementation of trapezoidal mixing earth pile machine
CN104846814B (en) * 2015-06-05 2016-12-14 重庆凌云工具有限公司 Square agitation driller
CN104847254B (en) * 2015-06-05 2016-12-07 重庆凌云工具有限公司 Square agitation driller
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
CN104831719B (en) * 2015-06-05 2016-12-14 重庆旭新悦数控机械有限公司 Pentagonal prism is combined earth pile machine

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4027264B2 (en) * 2003-05-09 2007-12-26 株式会社テノックス How to construct soil cement composite piles

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

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Inventor after: Xiao Haina

Inventor after: Zhang Zhiming

Inventor after: Fan Qiongqiong

Inventor after: Su Shuai

Inventor after: Guo Jimin

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

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Inventor before: Guo Jimin

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