CN104420462A - Super three-axis cement mixing pile device - Google Patents
Super three-axis cement mixing pile device Download PDFInfo
- Publication number
- CN104420462A CN104420462A CN201310378678.9A CN201310378678A CN104420462A CN 104420462 A CN104420462 A CN 104420462A CN 201310378678 A CN201310378678 A CN 201310378678A CN 104420462 A CN104420462 A CN 104420462A
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- super
- cement mixing
- mixing pile
- drilling rod
- blade
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- 239000004568 cement Substances 0.000 title claims abstract description 21
- 238000005553 drilling Methods 0.000 claims description 47
- 239000002689 soil Substances 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009412 basement excavation Methods 0.000 abstract 1
- 238000003756 stirring Methods 0.000 description 11
- 230000000694 effects Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 210000001138 Tears Anatomy 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 229910052570 clay Inorganic materials 0.000 description 1
- 230000003292 diminished Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- -1 silt Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
Abstract
The invention relates to a super three-axis cement mixing pile device which comprises a chassis, a frame, a power device and three drill rods. The frame is arranged on the chassis, the power device is arranged at the top ends of the three drill rods and respectively drives the three drill rods, the three drill rods are mutually parallel and connected with three drill bits respectively, a supporting frame is arranged on each drill rod, and the centers of the three supporting frames form an equilateral triangle. The super three-axis cement mixing pile device is suitable for construction on soil layers such as pebble layers or gravel layers, and pile-forming quality in the pebble layers or the gravel layers and the excavation construction safety of deep foundation pits are ensured.
Description
Technical field
The present invention relates to a kind of Construction of Civil Engineering equipment, particularly the super three axle cement mixing pile equipment of one.
Background technology
SMW engineering method is also known as Rigid cable method, namely in cement earth pile, inserting H profile steel etc., (most is H profile steel, also have and insert Larsen formula steel sheet pile, steel pipe etc.), bearing load is combined with antiseepage dash, makes it to become the enclosure wall of the supporting and protection structure simultaneously with stressed and impervious two kinds of functions.SMW engineering method has made the outstanding contribution of 20 years nearly in the application of China's building field.Commonplace in the application of the coastal soft clay area such as China Shanghai, Jiangsu, Zhejiang, Tianjin at present, and be progressively generalized to the areas such as Fujian, Anhui, Hubei.Mainly for solving, dual spindle soil-cement agitation pile adjacent studs overlap joint is incomplete, one-tenth pile verticality is comparatively difficult to ensure the problems such as card for triaxial cement mixing pile equipment.
Chinese patent CN101864765B discloses a kind of SMW construction based on two-way stirring and tri-axial stirring equipment, comprises chassis, frame, power box, three drilling rods; Erecting is on chassis, and power box is connected in the upper end of three drilling rods, drives three drilling rods respectively; Each drilling rod bottom is provided with drill bit; The axle center of three drilling rods is located along the same line, and the stirring drilling rod of dual-side axle is two-way stirring drilling rod, and the stirring drilling rod of jackshaft is unidirectional stirring drilling rod, and jackshaft is provided with air pipe; The stirring drilling rod of described dual-side axle comprises inside and outside drilling rod, and inside and outside drilling rod at least arranges two groups of stirring vanes respectively, and stirring vane axially sets gradually along drilling rod; The rotation direction of inside and outside drilling rod is contrary.Adopt this equipment to be suitable for the soil layers such as cohesive soil, silt, sand, gravel soil and Saturated loess soil, but when running into the soil layer having cobble or circle gravel, pile difficulty, cement mixing method is just not suitable for using at this type of soil layer.
Summary of the invention
The technical problem that will solve of the present invention is to provide a kind of super three axle cement mixing pile equipment, is adapted at the soil layer construction such as cobble or circle gravel, guarantees the pile quality in cobble or gravel layer, ensure the safety of deep pit construction.
In order to solve the problems of the technologies described above, the invention provides a kind of super three axle cement mixing pile equipment, comprising chassis, frame, power set and three drilling rods, frame is arranged on chassis, and power set are arranged on the top of three drilling rods, drive three drilling rods respectively, three drilling rods are connected to three drill bits, it is characterized in that, three described drilling rods are axially parallel, each drilling rod is provided with bearing support, and three bearing support centers are in a plane.
Further, described the right and left drilling rod is provided with at least one pair of blade, described blade is positioned at the top of bearing support.
Further, described blade is blade type.
Further, drilling rod casing is provided with below described bearing support.
Further, described drill bit is provided with three bit drills teeth, described bit drills tooth is rectangular pyramid, and wherein the bit drills denticle on both sides amasss and is greater than middle bit drills tooth.
Further, it is characterized in that, described the length of the bit is 0.8m.
The technique effect adopting equipment of the present invention to produce is:
1, the present invention can be used for cobble or the gravel layer construction of diameter 2 ~ 200mm, and pile-forming effect is good, and stagnant water effect is desirable, and power set strengthen and add stepless shift function simultaneously, and pile-forming speed is fast, and the duration shortens nearly half.
2, by improving the blade shape of drilling rod, spirally change blade type into by traditional, increase the space between blade, blade type blade also can stir the cobble in stratum fully simultaneously, thus ensure that the pile quality of cement mixing pile.
3, to wear and tear in boulder bed too large situation for drilling rod, a drilling rod casing is welded in lower support frame, decrease the wearing and tearing of cobble to drilling rod and the replacement frequency of drilling rod, this casing also can be removed and be attached to cement paste on drilling rod and drill bit and cohesive soil, decrease the workload of artificial removal, improve efficiency of construction.
4, for the situation of bit wear, improve the form of bit drills tooth, shorten the length of the bit, while being convenient for changing, decrease the wearing and tearing of drill bit.
Accompanying drawing explanation
Fig. 1 is the structural representation of present device;
Fig. 2 is the structural representation of blade of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is further described.
As shown in Figure 1, the present invention includes and comprise chassis, frame, power set and three drilling rods 4, frame is arranged on chassis, power set are arranged on the top of three drilling rods, drive three drilling rods respectively, three drilling rods are connected to three drill bits, 5, three drilling rods and are parallel to each other, each drilling rod is provided with bearing support 2, three bearing support centers are in same plane.The below of bearing support is provided with bearing support casing 3, decreases the wearing and tearing of cobble to drilling rod and the replacement frequency of drilling rod, also greatly can remove and be attached to cement paste on drilling rod and drill bit and cohesive soil.
As shown in Figure 2, the right and left drilling rod is provided with at least one pair of blade 1, blade is positioned at the top of bearing support 2, and blade is blade type.By improving the blade shape of drilling rod, spirally change blade type into by traditional, increase the space between blade, blade type blade also can stir the cobble in stratum fully simultaneously, thus ensure that the pile quality of cement mixing pile.
For the situation of bit wear, improve the form of bit drills tooth 6, drill bit shortens simultaneously, shortens to 0.8m, decrease the wearing and tearing of drill bit while being convenient for changing by traditional 1.3m is long.Bit drills tooth is rectangular pyramid, wherein the bit drills denticle on both sides amasss and is greater than middle bit drills tooth, brill tooth and cobble contact area have diminished, bore gap between tooth simultaneously and become large, cobble can not be stuck on drill bit, may be used for cobble or the gravel layer construction of diameter 2 ~ 200mm, pile-forming effect is good, and stagnant water effect is desirable.
Claims (6)
1. super three axle cement mixing pile equipment, comprise chassis, frame, power set and three drilling rods, frame is arranged on chassis, power set are arranged on the top of three drilling rods, and drive three drilling rods respectively, three drilling rods are connected to three drill bits, it is characterized in that, three described drilling rods are axially parallel, and each drilling rod is provided with bearing support, and three bearing support centers are in a plane.
2. super three axle cement mixing pile equipment according to claim 1, it is characterized in that, described drilling rod is provided with at least one pair of blade, described blade is positioned at the top of bearing support.
3. super three axle cement mixing pile equipment according to claim 2, it is characterized in that, described blade is blade type.
4. super three axle cement mixing pile equipment according to claim 1, is characterized in that, be provided with drilling rod casing below described bearing support.
5. super three axle cement mixing pile equipment according to claim 1, it is characterized in that, described drill bit is provided with three bit drills teeth, described bit drills tooth is rectangular pyramid, and wherein the bit drills denticle on both sides amasss and is greater than middle bit drills tooth.
6. the super three axle cement mixing pile equipment according to any one of claim 1 to 5, it is characterized in that, described the length of the bit is 0.8m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310378678.9A CN104420462A (en) | 2013-08-22 | 2013-08-22 | Super three-axis cement mixing pile device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310378678.9A CN104420462A (en) | 2013-08-22 | 2013-08-22 | Super three-axis cement mixing pile device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104420462A true CN104420462A (en) | 2015-03-18 |
Family
ID=52970524
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310378678.9A Pending CN104420462A (en) | 2013-08-22 | 2013-08-22 | Super three-axis cement mixing pile device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104420462A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625389A (en) * | 2015-12-31 | 2016-06-01 | 李会修 | Billet triangular drilling stirrer |
| CN106089084A (en) * | 2016-08-08 | 2016-11-09 | 浙江绩丰岩土技术股份有限公司 | A kind of super three axes agitating pile of pebble layer and stirring means thereof |
| CN106088064A (en) * | 2016-07-15 | 2016-11-09 | 浙江省交通工程建设集团有限公司 | A kind of hard stratum precrushing three axle cement mixing pile drilling tool and construction method thereof |
| CN106223345A (en) * | 2016-09-14 | 2016-12-14 | 上海强劲地基工程股份有限公司 | A kind of length interleaved formula Soil-cement piling wall construction equipment and construction method |
| CN109610470A (en) * | 2018-11-30 | 2019-04-12 | 福建建中建设科技股份有限公司 | A kind of base pit stand construction using three axes agitating pile machine |
| CN113481977A (en) * | 2021-07-17 | 2021-10-08 | 无锡市政建设集团有限公司 | Reducing triaxial cement mixing pile |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002021072A (en) * | 2000-07-12 | 2002-01-23 | Tenox Corp | Method for constructing steel pipe reinforced soil cement pile |
| CN101864765A (en) * | 2010-06-30 | 2010-10-20 | 东南大学 | Two-way stirring based SMW construction method and tri-axial stirring equipment |
| CN202055242U (en) * | 2011-02-17 | 2011-11-30 | 广东省冶金建筑设计研究院 | Tri-axial high-pressure rotary jet pile driver |
| CN102493438A (en) * | 2011-12-19 | 2012-06-13 | 上海城地建设发展有限公司 | Continuous multi-shaft cement mixing pile device and construction method |
-
2013
- 2013-08-22 CN CN201310378678.9A patent/CN104420462A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002021072A (en) * | 2000-07-12 | 2002-01-23 | Tenox Corp | Method for constructing steel pipe reinforced soil cement pile |
| CN101864765A (en) * | 2010-06-30 | 2010-10-20 | 东南大学 | Two-way stirring based SMW construction method and tri-axial stirring equipment |
| CN202055242U (en) * | 2011-02-17 | 2011-11-30 | 广东省冶金建筑设计研究院 | Tri-axial high-pressure rotary jet pile driver |
| CN102493438A (en) * | 2011-12-19 | 2012-06-13 | 上海城地建设发展有限公司 | Continuous multi-shaft cement mixing pile device and construction method |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625389A (en) * | 2015-12-31 | 2016-06-01 | 李会修 | Billet triangular drilling stirrer |
| CN106088064A (en) * | 2016-07-15 | 2016-11-09 | 浙江省交通工程建设集团有限公司 | A kind of hard stratum precrushing three axle cement mixing pile drilling tool and construction method thereof |
| CN106089084A (en) * | 2016-08-08 | 2016-11-09 | 浙江绩丰岩土技术股份有限公司 | A kind of super three axes agitating pile of pebble layer and stirring means thereof |
| CN106223345A (en) * | 2016-09-14 | 2016-12-14 | 上海强劲地基工程股份有限公司 | A kind of length interleaved formula Soil-cement piling wall construction equipment and construction method |
| CN109610470A (en) * | 2018-11-30 | 2019-04-12 | 福建建中建设科技股份有限公司 | A kind of base pit stand construction using three axes agitating pile machine |
| CN113481977A (en) * | 2021-07-17 | 2021-10-08 | 无锡市政建设集团有限公司 | Reducing triaxial cement mixing pile |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150318 |