CN102011400A - Sand added cement-soil stirring pile construction equipment and method - Google Patents

Sand added cement-soil stirring pile construction equipment and method Download PDF

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Publication number
CN102011400A
CN102011400A CN2010105368346A CN201010536834A CN102011400A CN 102011400 A CN102011400 A CN 102011400A CN 2010105368346 A CN2010105368346 A CN 2010105368346A CN 201010536834 A CN201010536834 A CN 201010536834A CN 102011400 A CN102011400 A CN 102011400A
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CN
China
Prior art keywords
sand
cement
soil
drilling rod
construction equipment
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN2010105368346A
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Chinese (zh)
Inventor
宋伟民
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Qiangjin Foundation Engineering Co Ltd
Original Assignee
Shanghai Qiangjin Foundation Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shanghai Qiangjin Foundation Engineering Co Ltd filed Critical Shanghai Qiangjin Foundation Engineering Co Ltd
Priority to CN2010105368346A priority Critical patent/CN102011400A/en
Publication of CN102011400A publication Critical patent/CN102011400A/en
Pending legal-status Critical Current

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Abstract

The invention discloses sand added cement-soil stirring pile construction equipment, which comprises a drill rod, wherein the drill rod is provided with a cement-soil spouting pipe. The construction equipment is characterized in that: the drill rod is also provided with a sand blast pipe for blasting sand. In the drilling process of the drill rod, the cement-soil spouting pipe pumps cement slurry, the sand blast pipe conveys fine sand at the same time, and the cement slurry, the sand and the stirred foundation soil are stirred together. A certain amount of fine sand is added into the silt clay and the silt stratum to increase the coarse grain content of the foundation soil so as to reduce the plasticity index and improve the pile forming quality and strength of a stirring pile.

Description

Add sand cement soil mixing pile construction Apparatus and method for
Technical field
The present invention relates to the piling method of agitation pile, especially relate to a kind of flabbiness ground strengthened construction equipment and job practices of using with bracing of foundation pit of adding sand cement soil agitation pile.
Background technology
In the prior art, the slurries that cement mixing pile is used are generally neat slurry, but through practice for many years, adopt the cement mixing pile of this neat slurry, and pile quality is difficult for guaranteeing in stratum such as mud matter clay, mud matter, and soil cement intensity is lower.
Summary of the invention
Technical problem to be solved by this invention is, overcomes problems of the prior art, provide a kind of and add sand cement soil mixing pile construction equipment, and the method that adopts this kind equipment to construct.
In order to address the above problem technical scheme of the present invention is such:
A kind of sand cement soil mixing pile construction equipment that adds comprises drilling rod, and drilling rod is provided with the cement-soil shotcrete pipe, it is characterized in that, also is provided with a blast tube that is used for sandblast on the described drilling rod.
Described sand is the powder fine sand, and particle diameter is smaller or equal to 10mm.
A kind of employing the said equipment carries out the mixing pile construction method,
Prepare cement paste, fine sand according to designing requirement;
Start mixing pile machine, in the rod boring whipping process, cement-soil shotcrete pipe pumps water mud, blast tube is also carried fine sand simultaneously, and cement paste, sand, soil are stirred in the foundation soil that stirs;
When arriving projected depth, mention drilling rod and stirring.
In mentioning drilling rod and whipping process, cement-soil shotcrete pipe pumps water mud, blast tube is also carried fine sand simultaneously.
Beneficial effect:
The present invention improves the pile quality and the intensity of agitation pile by add a certain amount of powder fine sand in mud matter clay and mud stratum.Overcome conventional cement mixing method pile difficulty in stratum such as mud matter clay, mud, problems such as pile quality difference.Same formation adopts aforesaid way, carries out cement-soil sandblast mixing pile construction, and the cement mixing method of the strength ratio routine behind the pile improves more than 15%.
Description of drawings
Describe the present invention in detail below in conjunction with the drawings and specific embodiments;
Fig. 1 is the structural representation of mixing pile machine of the present invention;
Fig. 2 is a drilling rod cross section structure schematic diagram of the present invention.
The specific embodiment
For technological means, creation characteristic that the present invention is realized, reach purpose and effect is easy to understand, below in conjunction with concrete diagram, further set forth the present invention.
Referring to Fig. 1
Mixing pile machine mainly is made of pile frame 1, unit head 2, drilling rod 3, and in the work progress, drilling rod 3 boring downwards stirs, whitewashing, sandblast simultaneously, and the back that finishes promotes drilling rod.
Referring to Fig. 2
Drilling rod 3 is provided with cement-soil shotcrete pipe 31, also is provided with a blast tube 32 that is used for sandblast on the drilling rod 3.Two pipes can while grout injection and mortar in drilling rod 3.Also can distinguish different period grout injection or mortars in drilling rod 3.
Shotcrete pipe 31 and blast tube 32 can be located in the same drilling rod; Shotcrete pipe 31 be with in blast tube 32 can also be arranged on different drilling rods, as three mixing pile construction equipment, can a water injection pipe can also be set with shotcrete pipe 31 with in blast tube 32 is arranged on different drilling rods in all the other drilling rods.
Described sand is the powder fine sand, and particle diameter is smaller or equal to 10mm.
Adopt the said equipment to carry out the mixing pile construction method,
1, prepares cement paste, sand according to designing requirement;
2, start mixing pile machine, in the rod boring process, cement-soil shotcrete pipe pumps water mud, blast tube is also carried fine sand simultaneously, and cement paste, sand are stirred in the foundation soil that stirs;
3, when arriving projected depth, mention drilling rod and stirring.
In mentioning drilling rod and whipping process, cement-soil shotcrete pipe pumps water mud, blast tube is also carried fine sand simultaneously.
Certainly can add pumping admixture, flyash, silica flour or other cement-soil additives in above-mentioned cement paste or mortar, these all are the general knowledge of this area, in this few narration.
More than show and described basic principle of the present invention, principal character and advantage of the present invention.The technician of the industry should understand; the present invention is not restricted to the described embodiments; that describes in the foregoing description and the manual just illustrates principle of the present invention; the present invention also has various changes and modifications without departing from the spirit and scope of the present invention, and these changes and improvements all fall in the claimed scope of the invention.The claimed scope of the present invention is defined by appending claims and equivalent thereof.

Claims (4)

1. one kind adds sand cement soil mixing pile construction equipment, comprises drilling rod, and drilling rod is provided with shotcrete pipe, it is characterized in that, also is provided with a blast tube that is used for sandblast on the described drilling rod.
2. a kind of flabbiness ground strengthened cement mortar stirring pile construction equipment according to claim 1 is characterized in that described sand is the powder fine sand, and particle diameter is smaller or equal to 10mm.
3. a method that adopts the described equipment of claim 1 to carry out flabbiness ground strengthened cement mortar stirring pile construction is characterized in that, may further comprise the steps
1) prepares cement paste, fine sand according to designing requirement;
2) start mixing pile machine, in the rod boring process, cement-soil shotcrete pipe pumps water mud, blast tube is also carried sand simultaneously, and cement paste, sand are stirred in the foundation soil that stirs;
3) when arriving projected depth, mention drilling rod and stirring.
4. method according to claim 3 is characterized in that, in mentioning drilling rod and whipping process, and cement-soil shotcrete pipe pumps water mud, blast tube is also carried fine sand simultaneously.
CN2010105368346A 2010-11-09 2010-11-09 Sand added cement-soil stirring pile construction equipment and method Pending CN102011400A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010105368346A CN102011400A (en) 2010-11-09 2010-11-09 Sand added cement-soil stirring pile construction equipment and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010105368346A CN102011400A (en) 2010-11-09 2010-11-09 Sand added cement-soil stirring pile construction equipment and method

Publications (1)

Publication Number Publication Date
CN102011400A true CN102011400A (en) 2011-04-13

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010105368346A Pending CN102011400A (en) 2010-11-09 2010-11-09 Sand added cement-soil stirring pile construction equipment and method

Country Status (1)

Country Link
CN (1) CN102011400A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103615000A (en) * 2013-12-18 2014-03-05 上海强劲地基工程股份有限公司 Construction device of original-state earth-borrowing cast-in-place pile
CN105818268A (en) * 2016-05-25 2016-08-03 山推建友机械股份有限公司 Offshore soft base layer processing stirring device and reinforcement process thereof
CN113653042A (en) * 2021-09-01 2021-11-16 温州瓯宏智能科技有限公司 Intelligent comprehensive monitoring system for deep mixing pile

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09177462A (en) * 1995-12-28 1997-07-08 Seiko Kogyo Kk Method to drill sediment layer and bedrock and device to drill sediment layer and bedrock
CN1737269A (en) * 2005-09-07 2006-02-22 广州市天铖建筑技术有限公司 Technique for spraying and stirring pile
CN101250872A (en) * 2008-03-24 2008-08-27 徐玉杰 Flabbiness ground strengthened cement mortar stirring pile and pile-formation method thereof
CN201339187Y (en) * 2009-01-04 2009-11-04 梁永根 Hydraulic mixing pile machine
CN101818497A (en) * 2009-12-16 2010-09-01 徐玉杰 Mortar pile stirrer for stabilizing soft ground

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09177462A (en) * 1995-12-28 1997-07-08 Seiko Kogyo Kk Method to drill sediment layer and bedrock and device to drill sediment layer and bedrock
CN1737269A (en) * 2005-09-07 2006-02-22 广州市天铖建筑技术有限公司 Technique for spraying and stirring pile
CN101250872A (en) * 2008-03-24 2008-08-27 徐玉杰 Flabbiness ground strengthened cement mortar stirring pile and pile-formation method thereof
CN201339187Y (en) * 2009-01-04 2009-11-04 梁永根 Hydraulic mixing pile machine
CN101818497A (en) * 2009-12-16 2010-09-01 徐玉杰 Mortar pile stirrer for stabilizing soft ground

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103615000A (en) * 2013-12-18 2014-03-05 上海强劲地基工程股份有限公司 Construction device of original-state earth-borrowing cast-in-place pile
CN105818268A (en) * 2016-05-25 2016-08-03 山推建友机械股份有限公司 Offshore soft base layer processing stirring device and reinforcement process thereof
CN113653042A (en) * 2021-09-01 2021-11-16 温州瓯宏智能科技有限公司 Intelligent comprehensive monitoring system for deep mixing pile

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Application publication date: 20110413