CN105887851A - Herringbone pile foundation treatment machine - Google Patents
Herringbone pile foundation treatment machine Download PDFInfo
- Publication number
- CN105887851A CN105887851A CN201610337754.5A CN201610337754A CN105887851A CN 105887851 A CN105887851 A CN 105887851A CN 201610337754 A CN201610337754 A CN 201610337754A CN 105887851 A CN105887851 A CN 105887851A
- Authority
- CN
- China
- Prior art keywords
- pile
- dise knife
- post
- motor
- recessed
- 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.)
- Withdrawn
Links
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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1607—Shapes round, e.g. circle
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Abstract
The invention discloses a herringbone pile foundation treatment machine. According to the herringbone pile foundation treatment machine, cement cylindrical piles are manufactured; one cement cylindrical pile is respectively manufactured at the front-left side, front-right side and rear side of each cement cylindrical pile at a certain distance of a concave round pile; when the cement strength of the cylindrical piles achieve a certain degree, a concrete concave round pile is respectively manufactured between every two adjacent cement cylindrical piles by using a concave round pile forming machine according to the working manner of the concave round pile forming machine, so as to ensure that the concave arcs at two ends of each concrete concave round pile are respectively identical with the excircles of the cement cylindrical piles at two ends of the concave round pile; in such a way, a pile body formed through a plurality pf concrete concave round piles and a plurality of cement cylindrical piles through cellular connection is formed, and the pile body is used for the reinforcement treatment of soft foundations.
Description
Technical field
The present invention relates to a kind of basement process machinery, the recessed round stake of the multiple concrete arc latched herringbone pile foundation the most arc latched with multiple soil cement cylinder piles, cellular distribution that manufactures used in a kind of building foundation engineering processes machinery.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, the cement earth pile reinforced for geology in building foundation engineering is all to be formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of arc latched herringbone pile foundation that can manufacture herringbone stake processes machinery.
The present invention is achieved through the following technical solutions:
The arc latched herringbone pile foundation process machinery that a kind of recessed round stake is the most arc latched with cylinder pile, including recessed round stake pile-formation machine and cylinder pile pile-formation machine.
Recessed round stake pile-formation machine includes following structure: the middle upper portion of steel pipe support is fixed in the lower end of drilling rod one, the middle lower portion of steel pipe support is fixed on the upper end of steel plate support two, the shell middle upper portion of motor two is fixed in the lower end of steel plate support two, the front end output shaft of motor two is fixed with first half dome tool post, and the rear end output shaft of motor two is fixed with later half dome tool post；The upper end of steel plate support one is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor one is fixed in the lower end of steel plate support one, the front end output shaft of motor one is fixed with first half recessed dise knife post one, and the rear end output shaft of motor one is fixed with later half recessed dise knife post one；The upper end of steel plate support three is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor three is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with first half recessed dise knife post two, and the rear end output shaft of motor three is fixed with later half recessed dise knife post two；First half recessed dise knife post one and later half recessed dise knife post one form a umbilicate recessed dise knife post, first half recessed dise knife post two and later half recessed dise knife post two and form another umbilicate recessed dise knife post, and the side surface of each recessed dise knife post is separately installed with multiple cutter head；First half dome tool post and later half dome tool post form the dome tool post that a centre is convex, and the side surface of dome tool post is provided with multiple cutter head；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section.
Cylinder pile pile-formation machine includes following structure: the upper end of the lower end fixed motor four of drilling rod two, the output shaft of motor four lower end is fixed with drill bit.
The present invention has a following feature:
The present invention can manufacture the recessed round stake of multiple concrete mutual with multiple soil cement cylinder piles arc latched be connected, the pile body of cellular distribution, for the consolidation process of soft damage.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of recessed round stake pile-formation machine；
Fig. 2 is the rearview of recessed round stake pile-formation machine
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the front view of cylinder pile pile-formation machine；
Fig. 5 is the recessed round stake cellular cross-sectional view that is connected mutual with cylinder pile.
In figure: 1, drilling rod one, 2, steel pipe support, 3, steel plate support one, 4, steel plate support two, 5, steel plate support three, 6, motor one, 7, motor two, 8, motor three, 9, first half recessed dise knife post one, 10, first half dome tool post, 11, first half recessed dise knife post two, 12, cutter head, 13, later half recessed dise knife post one, 14, later half dome tool post, 15, later half recessed dise knife post two, 16, output shaft；21, drilling rod two, 22, motor four, 23, drill bit.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes recessed round stake pile-formation machine and cylinder pile pile-formation machine.
Recessed round stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3；Concrete structure is as follows: the middle upper portion of steel pipe support 2 is fixed in the lower end of drilling rod 1, the middle lower portion of steel pipe support is fixed on the upper end of steel plate support 24, the shell middle upper portion of motor 27 is fixed in the lower end of steel plate support two, the front end output shaft 16 of motor two is fixed with first half dome tool post 10, and the rear end output shaft of motor two is fixed with later half dome tool post 14；The upper end of steel plate support 1 is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor 1 is fixed in the lower end of steel plate support one, the front end output shaft 16 of motor one is fixed with first half recessed dise knife post 1, and the rear end output shaft of motor one is fixed with later half recessed dise knife post 1；The upper end of steel plate support 35 is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor 38 is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with first half recessed dise knife post 2 11, and the rear end output shaft of motor three is fixed with later half recessed dise knife post 2 15；First half recessed dise knife post one and later half recessed dise knife post one form a umbilicate recessed dise knife post, first half recessed dise knife post two and later half recessed dise knife post two and form another umbilicate recessed dise knife post, and the side surface of each recessed dise knife post is separately installed with multiple cutter head 12；First half dome tool post and later half dome tool post form the dome tool post that a centre is convex, and the side surface of dome tool post is provided with multiple cutter head 12；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section.
Recessed round stake pile-formation machine can work independently, specific works mode is as follows: during work, the position between grouting pump dise knife recessed to left side post and middle dome tool post and between the right recessed dise knife post and middle dome tool post irrigates water under high pressure respectively, motor one drives first half recessed dise knife post one and the rotating forward of later half recessed dise knife post one, motor three drives first half recessed dise knife post two and the reversion of later half recessed dise knife post two, motor two drives first half dome tool post to rotate forward, motor two drives later half dome tool post to invert, first half recessed dise knife post one, later half recessed dise knife post one, first half recessed dise knife post two, later half recessed dise knife post two and first half dome tool post, later half dome tool post in rotation by the soil cutting of its lower end；Left end is cut into concave arc in rotation by first half recessed dise knife post one, later half recessed dise knife post one, and right-hand member is cut into concave arc in rotation by first half recessed dise knife post two, later half recessed dise knife post two；The soil body of cutting is mixed in mud, and mud flows out from hole, and drilling rod one forms about one two ends during being pressed into downwards and is respectively provided with the hole body of concave arc, casting concrete, the formation recessed round stake of concrete in this hole.
Cylinder pile pile-formation machine includes the structure in Fig. 4；Concrete structure is as follows: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and the output shaft of motor four lower end is fixed with drill bit 23.
Cylinder pile pile-formation machine can work independently, specific works mode is as follows: during work, grouting pump is to drill bit grout injection, motor four drives bit, and the soil cutting of drill bit lower end is stirred in rotary course by drill bit with cement mortar, and drilling rod two forms soil cement cylinder pile during being pressed into.
The dome arc of cylinder pile coincide with the concave arc at two ends, recessed round stake left and right.
nullRecessed round stake pile-formation machine manufactures arc latched connection with cylinder pile pile-formation machine、The working method of the pile body of cellular distribution is as follows: first in the position needing pile，A soil cement cylinder pile is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine，Left front at this soil cement cylinder pile、Right front and rear are respectively separated the distance of a recessed round stake、Manufacture a soil cement cylinder pile respectively，Left front at each soil cement cylinder pile、Right front and rear are respectively separated the distance of a recessed round stake、Manufacture a soil cement cylinder pile respectively，When the soil cement intensity of cylinder pile reaches a timing，A recessed round stake of concrete is manufactured with recessed round stake pile-formation machine respectively according to the working method of above-mentioned recessed round stake pile-formation machine again between the soil cement cylinder pile that each two is adjacent，The concave arc making the recessed round stake two ends of each concrete is fit to the cylindrical of the soil cement cylinder pile at these recessed round stake two ends respectively，It is thusly-formed the recessed round stake of multiple concrete the most arc latched with multiple soil cement cylinder piles、The pile body of cellular distribution，Consolidation process for soft damage.
Claims (1)
1. a herringbone pile foundation processes machinery, including recessed round stake pile-formation machine and cylinder pile pile-formation machine, it is characterised in that:
The concrete structure of recessed round stake pile-formation machine includes: the middle upper portion of steel pipe support (2) is fixed in the lower end of drilling rod one (1), the middle lower portion of steel pipe support is fixed on the upper end of steel plate support two (4), the shell middle upper portion of motor two (7) is fixed in the lower end of steel plate support two, the front end output shaft (16) of motor two is fixed with first half dome tool post (10), and the rear end output shaft of motor two is fixed with later half dome tool post (14)；The upper end of steel plate support one (3) is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor one (6) is fixed in the lower end of steel plate support one, the front end output shaft (16) of motor one is fixed with first half recessed dise knife post one (9), and the rear end output shaft of motor one is fixed with later half recessed dise knife post one (13)；The upper end of steel plate support three (5) is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor three (8) is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with first half recessed dise knife post two (11), and the rear end output shaft of motor three is fixed with later half recessed dise knife post two (15)；First half recessed dise knife post one and later half recessed dise knife post one form a umbilicate recessed dise knife post, first half recessed dise knife post two and later half recessed dise knife post two and form another umbilicate recessed dise knife post, and the side surface of each recessed dise knife post is separately installed with multiple cutter head (12)；First half dome tool post and later half dome tool post form the dome tool post that a centre is convex, and the side surface of dome tool post is provided with multiple cutter head (12)；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section；
The working method of recessed round stake pile-formation machine: during work, the position between grouting pump dise knife recessed to left side post and middle dome tool post and between the right recessed dise knife post and middle dome tool post irrigates water under high pressure respectively, motor one drives first half recessed dise knife post one and the rotating forward of later half recessed dise knife post one, motor three drives first half recessed dise knife post two and the reversion of later half recessed dise knife post two, motor two drives first half dome tool post to rotate forward, motor two drives later half dome tool post to invert, first half recessed dise knife post one, later half recessed dise knife post one, first half recessed dise knife post two, later half recessed dise knife post two and first half dome tool post, later half dome tool post in rotation by the soil cutting of its lower end；Left end is cut into concave arc in rotation by first half recessed dise knife post one, later half recessed dise knife post one, and right-hand member is cut into concave arc in rotation by first half recessed dise knife post two, later half recessed dise knife post two；The soil body of cutting is mixed in mud, and mud flows out from hole, and drilling rod one forms about one two ends during being pressed into downwards and is respectively provided with the hole body of concave arc, casting concrete, the formation recessed round stake of concrete in this hole；
The concrete structure of cylinder pile pile-formation machine includes: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and the output shaft of motor four lower end is fixed with drill bit 23；
Cylinder pile pile-formation machine working method: during work, grouting pump drives bit to drill bit grout injection, motor four, the soil cutting of drill bit lower end is stirred in rotary course by drill bit with cement mortar, and drilling rod two forms soil cement cylinder pile during being pressed into；
nullRecessed round stake pile-formation machine manufactures arc latched connection with cylinder pile pile-formation machine、The working method of the pile body of cellular distribution: first in the position needing pile，A soil cement cylinder pile is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine，Left front at this soil cement cylinder pile、Right front and rear are respectively separated the distance of a recessed round stake、Manufacture a soil cement cylinder pile respectively，Left front at each soil cement cylinder pile、Right front and rear are respectively separated the distance of a recessed round stake、Manufacture a soil cement cylinder pile respectively，When the soil cement intensity of cylinder pile reaches a timing，A recessed round stake of concrete is manufactured with recessed round stake pile-formation machine respectively according to the working method of above-mentioned recessed round stake pile-formation machine again between the soil cement cylinder pile that each two is adjacent，The concave arc making the recessed round stake two ends of each concrete is fit to the cylindrical of the soil cement cylinder pile at these recessed round stake two ends respectively，It is thusly-formed the recessed round stake of multiple concrete the most arc latched with multiple soil cement cylinder piles、The pile body of cellular distribution，Consolidation process for soft damage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610337754.5A CN105887851A (en) | 2016-05-22 | 2016-05-22 | Herringbone pile foundation treatment machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610337754.5A CN105887851A (en) | 2016-05-22 | 2016-05-22 | Herringbone pile foundation treatment machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105887851A true CN105887851A (en) | 2016-08-24 |
Family
ID=56716728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610337754.5A Withdrawn CN105887851A (en) | 2016-05-22 | 2016-05-22 | Herringbone pile foundation treatment machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105887851A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839630A (en) * | 2016-05-22 | 2016-08-10 | 刘兰花 | Arc insertion buckling herringbone pile foundation reinforcing equipment |
| CN105862828A (en) * | 2016-05-22 | 2016-08-17 | 胡彦主 | Reinforcing device for socket herringbone pile foundation |
| CN105951754A (en) * | 2016-05-22 | 2016-09-21 | 胡彦主 | Arc insertion herringbone pile foundation reinforcing equipment |
| CN106988677A (en) * | 2017-04-15 | 2017-07-28 | 胡彦主 | A kind of engineering hole digging machine |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN105839630A (en) * | 2016-05-22 | 2016-08-10 | 刘兰花 | Arc insertion buckling herringbone pile foundation reinforcing equipment |
| CN105862828A (en) * | 2016-05-22 | 2016-08-17 | 胡彦主 | Reinforcing device for socket herringbone pile foundation |
| CN105951754A (en) * | 2016-05-22 | 2016-09-21 | 胡彦主 | Arc insertion herringbone pile foundation reinforcing equipment |
-
2016
- 2016-05-22 CN CN201610337754.5A patent/CN105887851A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN105839630A (en) * | 2016-05-22 | 2016-08-10 | 刘兰花 | Arc insertion buckling herringbone pile foundation reinforcing equipment |
| CN105862828A (en) * | 2016-05-22 | 2016-08-17 | 胡彦主 | Reinforcing device for socket herringbone pile foundation |
| CN105951754A (en) * | 2016-05-22 | 2016-09-21 | 胡彦主 | Arc insertion herringbone pile foundation reinforcing equipment |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839630A (en) * | 2016-05-22 | 2016-08-10 | 刘兰花 | Arc insertion buckling herringbone pile foundation reinforcing equipment |
| CN105862828A (en) * | 2016-05-22 | 2016-08-17 | 胡彦主 | Reinforcing device for socket herringbone pile foundation |
| CN105951754A (en) * | 2016-05-22 | 2016-09-21 | 胡彦主 | Arc insertion herringbone pile foundation reinforcing equipment |
| CN106988677A (en) * | 2017-04-15 | 2017-07-28 | 胡彦主 | A kind of engineering hole digging machine |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160824 |
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| WW01 | Invention patent application withdrawn after publication |