CN105544520A - V-shaped insertion square and circular combined pile forming machine - Google Patents
V-shaped insertion square and circular combined pile forming machine Download PDFInfo
- Publication number
- CN105544520A CN105544520A CN201511012559.7A CN201511012559A CN105544520A CN 105544520 A CN105544520 A CN 105544520A CN 201511012559 A CN201511012559 A CN 201511012559A CN 105544520 A CN105544520 A CN 105544520A
- Authority
- CN
- China
- Prior art keywords
- driver
- power transmission
- fixed
- transmission shaft
- pile
- 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.)
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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
- 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
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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
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- 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
Abstract
The invention discloses a V-shaped insertion square and circular combined pile forming machine. A square and circular combined pile with a triangular plug at the left end and a V-shaped groove at the right end is formed by a pressing rod in the downward pressing process; a second square and circular combined pile is produced on the right side of the square and circular combined pile by spacing a distance of one square and circular combined pile; like this, multiple square and circular combined piles spaced one square and circular combined pile apart from each other are produced; when the cement soil strength of cement soil square and circular combined piles on two sides reaches a certain value, square and circular combined piles are produced in gaps between every two square and circular combined piles; and the triangular plugs at the left ends of the square and circular combined piles in middles are matched with the V-shaped grooves at the right ends of the square and circular combined piles on the left sides, and the V-shaped grooves at the right ends of the square and circular combined piles in middles are matched with the triangular plugs at the left ends of the square and circular combined piles on the right sides, so that multiple square and circular combined piles in V-shaped insertion are formed for soil retaining and leakage prevention of building foundations.
Description
Technical field
The present invention relates to a kind of pile forming machine, the underground water earth V-arrangement grafting circumference compound pile pile forming machine particularly used in a kind of building foundation engineering.
Background technology
Cement-soil pile forming machine is by the multiple drill bit rotational of power drive, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, formed by the cement-soil pile forming machine of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not the circumference combination cement-soil pile of mutual V-arrangement grafting.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of V-arrangement grafting circumference compound pile pile forming machine.
The present invention is achieved through the following technical solutions:
A kind of V-arrangement grafting circumference compound pile pile forming machine, motor upper end is fixed in pressure rod lower end, and motor lower end is fixed with driver three, and driver three lower end is provided with drilling rod three, and drilling rod three lower end is fixed with drill bit three; The bottom left end of pressure rod is fixed on the right-hand member of cross bar one, and the upper end of vertical rod one is fixed in the left end bottom of cross bar one, and the lower end of vertical rod one is fixed with driver one, and the lower end of driver one is provided with drilling rod one, and the lower end of drilling rod one is fixed with drill bit one; The bottom right-hand member of pressure rod is fixed on the left end of cross bar two, and the upper end of vertical rod two is fixed in the right-hand member bottom of cross bar two, and the lower end of vertical rod two is fixed with driver two, and the lower end of driver two is provided with drilling rod two, and the lower end of drilling rod two is fixed with drill bit two; Be connected by a power transmission shaft one between driver three with driver one, the middle upper portion of power transmission shaft one is fixed on the lower end of a fixed bar, the upper end left part of this fixed bar fixes an arm cutter, the middle lower portion of power transmission shaft one is fixed on the upper end of another fixed bar, and the lower end left part of this fixed bar also fixes an arm cutter; Be connected by a power transmission shaft two between driver three with driver two, the middle upper portion of power transmission shaft two is fixed on the lower end of a fixed bar, the upper end right part of this fixed bar fixes an arm cutter, the middle lower portion of power transmission shaft two is fixed on the upper end of another fixed bar, and the lower end right part of this fixed bar also fixes an arm cutter; The left end of driver one is provided with a power transmission shaft three, power transmission shaft three left upper part fixes the lower end of a fixed bar, the upper end right part of this fixed bar fixes an arm cutter, and the middle lower portion of power transmission shaft two is fixed on the upper end of another fixed bar, and the lower end right part of this fixed bar also fixes an arm cutter; The right back of driver two and right front are respectively equipped with a power transmission shaft three, and the right-hand member of each power transmission shaft three is fixed a triangle respectively and stirred cutter one; The left end of driver one is provided with a power transmission shaft four, and the left end of power transmission shaft four is fixed a triangle and stirred cutter two.
The present invention has following feature:
The present invention can manufacture the cement-soil circumference compound pile of multiple mutual V-arrangement grafting, for gear soil, the antiseep of building foundation.
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;
Fig. 3 is the cross-sectional view of the V-arrangement grafting of the multiple circumference compound pile of the present invention;
In figure: 1, pressure rod, 2, cross bar one, 3, cross bar two, 4, motor, 5, driver three, 6, vertical rod one, 7, vertical rod two, 8, driver one, 9, driver two, 10, drilling rod three, 11, drilling rod one, 12, drilling rod two, 13, drill bit three, 14, drill bit one, 15, drill bit two, 16, power transmission shaft one, 17, power transmission shaft two, 18, fixed bar, 19, triangle stirs cutter one, 20, arm cutter, 21, power transmission shaft three, 22, power transmission shaft four, 23, triangle stir cutter two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and motor 4 upper end is fixed in this embodiment pressure rod 1 lower end, and motor lower end is fixed with driver 35, and driver three lower end is provided with drilling rod 3 10, and drilling rod three lower end is fixed with drill bit 3 13; The bottom left end of pressure rod is fixed on the right-hand member of cross bar 1, and the upper end of vertical rod 1 is fixed in the left end bottom of cross bar one, and the lower end of vertical rod one is fixed with driver 1, and the lower end of driver one is provided with drilling rod 1, and the lower end of drilling rod one is fixed with drill bit 1; The bottom right-hand member of pressure rod is fixed on the left end of cross bar 23, and the upper end of vertical rod 27 is fixed in the right-hand member bottom of cross bar two, and the lower end of vertical rod two is fixed with driver 29, and the lower end of driver two is provided with drilling rod 2 12, and the lower end of drilling rod two is fixed with drill bit 2 15; Be connected by a power transmission shaft 1 between driver three with driver one, the middle upper portion of power transmission shaft 1 is fixed on the lower end of a fixed bar 18, the upper end left part of this fixed bar fixes an arm cutter, the middle lower portion of power transmission shaft one is fixed on the upper end of another fixed bar 18, and the lower end left part of this fixed bar also fixes an arm cutter 20; Be connected by a power transmission shaft 2 17 between driver three with driver two, the middle upper portion of power transmission shaft 2 17 is fixed on the lower end of a fixed bar 18, the upper end right part of this fixed bar fixes an arm cutter, the middle lower portion of power transmission shaft two is fixed on the upper end of another fixed bar 18, and the lower end right part of this fixed bar also fixes an arm cutter; The right back of driver two and right front are respectively equipped with a power transmission shaft 3 21, and the right-hand member of each power transmission shaft three is fixed a triangle respectively and stirred cutter 1; The left end of driver one is provided with a power transmission shaft 4 22, and the left end of power transmission shaft four is fixed a triangle and stirred cutter 2 23.
The diameter of drill bit one and the equal diameters of drill bit two.
The diameter of drill bit three is greater than the diameter of drill bit one or drill bit two.
Distance between the arm cutter on each power transmission shaft top and the arm cutter of bottom equals the diameter of drill bit one or drill bit two.
Pile frame of the present invention is also provided with grouting pump, and during work, grouting pump is to drill bit one, drill bit two, drill bit three injection water mud respectively, and during work, the water booster system of pile frame applies downward pressure by pressure rod to pile forming machine; Motor drives driver three to operate, driver three is operated by the rotating drive driver one of power transmission shaft one, driver three is operated by the rotating drive driver two of power transmission shaft two, driver one is rotated by the rotating drive drill bit one of drilling rod one in the running, driver two is rotated by the rotating drive drill bit two of drilling rod two in the running, and driver three is rotated by the rotating drive drill bit three of drilling rod three in the running; Power transmission shaft one drives two arm swivels to move by the fixed bar of two on power transmission shaft one in rotation, and power transmission shaft two drives two arm swivels to move by the fixed bar of two on power transmission shaft two in rotation; The on-stream driving of driver two two power transmission shafts three rotate, and power transmission shaft three drives two triangles to stir cutter one rotation in rotation, and the power transmission shaft four of the on-stream driving left end of driver one rotates, and power transmission shaft four drives the triangle of left end to stir cutter two rotation in rotation; Soil cutting and cement paste are stirred into the pile body of cylinder broad in the middle, the right and left small column by drill bit one, drill bit two, drill bit three in rotation, left side small column and big column lap-joint, the soil cutting that is less than small column diameter region stir by two arm cuttves on power transmission shaft about one both sides in rotation, the right small column and big column lap-joint, the soil cutting that is less than small column diameter region stir by two arm cuttves on power transmission shaft about two both sides in rotation, so become the circumference combination pile body of middle circle, two ends side; Two triangles stir cutter one, in rotation, the soil cutting of the right-hand member of combination pile body and cement paste are stirred forming V-shape tongue and groove, the triangle of left end stirs cutter two, in rotation, the soil cutting of the left end of combination pile body and cement paste is stirred into triangle plug, and V-arrangement tongue and groove and the left part triangle plug of right part match; Pressure rod is compressed into process and is formed left end with triangle plug, right-hand member with the circumference compound pile of V-arrangement tongue and groove downwards, have an area of the right side of compound pile at this, the distance of one, interval circumference compound pile manufactures second circumference compound pile again, so manufacture multiple circumference compound piles that compound pile distance is had an area of at one, multiple interval; When the soil cement intensity of the cement-soil circumference compound pile on both sides reaches some strength, a circumference compound pile is manufactured in spacing again between every two circumference compound piles, make the triangle plug of middle circumference compound pile left end be fit to the V-arrangement tongue and groove of left side circumference compound pile right-hand member, the V-arrangement tongue and groove of middle circumference compound pile right-hand member is fit to the triangle plug of the right circumference compound pile left end, the circumference compound pile of the multiple mutual V-arrangement grafting of formation like this, for gear soil, the antiseep of building foundation.
Claims (1)
1. a V-arrangement grafting circumference compound pile pile forming machine, motor 4 upper end is fixed in pressure rod 1 lower end, and motor lower end is fixed with driver 35, and driver three lower end is provided with drilling rod 3 10, and drilling rod three lower end is fixed with drill bit 3 13; The bottom left end of pressure rod is fixed on the right-hand member of cross bar 1, and the upper end of vertical rod 1 is fixed in the left end bottom of cross bar one, and the lower end of vertical rod one is fixed with driver 1, and the lower end of driver one is provided with drilling rod 1, and the lower end of drilling rod one is fixed with drill bit 1; The bottom right-hand member of pressure rod is fixed on the left end of cross bar 23, and the upper end of vertical rod 27 is fixed in the right-hand member bottom of cross bar two, and the lower end of vertical rod two is fixed with driver 29, and the lower end of driver two is provided with drilling rod 2 12, and the lower end of drilling rod two is fixed with drill bit 2 15; Be connected by a power transmission shaft 1 between driver three with driver one, the middle upper portion of power transmission shaft 1 is fixed on the lower end of a fixed bar 18, the upper end left part of this fixed bar fixes an arm cutter, the middle lower portion of power transmission shaft one is fixed on the upper end of another fixed bar 18, and the lower end left part of this fixed bar also fixes an arm cutter 20; Be connected by a power transmission shaft 2 17 between driver three with driver two, the middle upper portion of power transmission shaft 2 17 is fixed on the lower end of a fixed bar 18, the upper end right part of this fixed bar fixes an arm cutter, the middle lower portion of power transmission shaft two is fixed on the upper end of another fixed bar 18, and the lower end right part of this fixed bar also fixes an arm cutter; The right back of driver two and right front are respectively equipped with a power transmission shaft 3 21, and the right-hand member of each power transmission shaft three is fixed a triangle respectively and stirred cutter 1; The left end of driver one is provided with a power transmission shaft 4 22, and the left end of power transmission shaft four is fixed a triangle and stirred cutter 2 23; It is characterized in that: during pile forming machine work, grouting pump is to drill bit one, drill bit two, drill bit three injection water mud respectively, and during work, the water booster system of pile frame applies downward pressure by pressure rod to pile forming machine; Motor drives driver three to operate, driver three is operated by the rotating drive driver one of power transmission shaft one, driver three is operated by the rotating drive driver two of power transmission shaft two, driver one is rotated by the rotating drive drill bit one of drilling rod one in the running, driver two is rotated by the rotating drive drill bit two of drilling rod two in the running, and driver three is rotated by the rotating drive drill bit three of drilling rod three in the running; Power transmission shaft one drives two arm swivels to move by the fixed bar of two on power transmission shaft one in rotation, and power transmission shaft two drives two arm swivels to move by the fixed bar of two on power transmission shaft two in rotation; The on-stream driving of driver two two power transmission shafts three rotate, and power transmission shaft three drives two triangles to stir cutter one rotation in rotation, and the power transmission shaft four of the on-stream driving left end of driver one rotates, and power transmission shaft four drives the triangle of left end to stir cutter two rotation in rotation; Soil cutting and cement paste are stirred into the pile body of cylinder broad in the middle, the right and left small column by drill bit one, drill bit two, drill bit three in rotation, left side small column and big column lap-joint, the soil cutting that is less than small column diameter region stir by two arm cuttves on power transmission shaft about one both sides in rotation, the right small column and big column lap-joint, the soil cutting that is less than small column diameter region stir by two arm cuttves on power transmission shaft about two both sides in rotation, so become the circumference combination pile body of middle circle, two ends side; Two triangles stir cutter one, in rotation, the soil cutting of the right-hand member of combination pile body and cement paste are stirred forming V-shape tongue and groove, the triangle of left end stirs cutter two, in rotation, the soil cutting of the left end of combination pile body and cement paste is stirred into triangle plug, and V-arrangement tongue and groove and the left part triangle plug of right part match; Pressure rod is compressed into process and is formed left end with triangle plug, right-hand member with the circumference compound pile of V-arrangement tongue and groove downwards, have an area of the right side of compound pile at this, the distance of one, interval circumference compound pile manufactures second circumference compound pile again, so manufacture multiple circumference compound piles that compound pile distance is had an area of at one, multiple interval; When the soil cement intensity of the cement-soil circumference compound pile on both sides reaches some strength, a circumference compound pile is manufactured in spacing again between every two circumference compound piles, make the triangle plug of middle circumference compound pile left end be fit to the V-arrangement tongue and groove of left side circumference compound pile right-hand member, the V-arrangement tongue and groove of middle circumference compound pile right-hand member is fit to the triangle plug of the right circumference compound pile left end, the circumference compound pile of the multiple mutual V-arrangement grafting of formation like this, for gear soil, the antiseep of building foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012559.7A CN105544520A (en) | 2015-12-31 | 2015-12-31 | V-shaped insertion square and circular combined pile forming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012559.7A CN105544520A (en) | 2015-12-31 | 2015-12-31 | V-shaped insertion square and circular combined pile forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105544520A true CN105544520A (en) | 2016-05-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012559.7A Withdrawn CN105544520A (en) | 2015-12-31 | 2015-12-31 | V-shaped insertion square and circular combined pile forming machine |
Country Status (1)
| Country | Link |
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| CN (1) | CN105544520A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672271A (en) * | 2015-12-31 | 2016-06-15 | 宗超 | V-shaped inserting-connecting square and round combination pile forming 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 |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN104612141A (en) * | 2015-02-28 | 2015-05-13 | 张璐 | T-shaped stirring drilling machine |
| CN105040682A (en) * | 2015-06-05 | 2015-11-11 | 张璐 | Implementation method for composite pile one-time molding equipment |
| CN105603996A (en) * | 2015-12-31 | 2016-05-25 | 朱艳菊 | Forming machine for V-shaped insertion square-circular combined piles |
| CN105672271A (en) * | 2015-12-31 | 2016-06-15 | 宗超 | V-shaped inserting-connecting square and round combination pile forming machine |
-
2015
- 2015-12-31 CN CN201511012559.7A patent/CN105544520A/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 |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN104612141A (en) * | 2015-02-28 | 2015-05-13 | 张璐 | T-shaped stirring drilling machine |
| CN105040682A (en) * | 2015-06-05 | 2015-11-11 | 张璐 | Implementation method for composite pile one-time molding equipment |
| CN105603996A (en) * | 2015-12-31 | 2016-05-25 | 朱艳菊 | Forming machine for V-shaped insertion square-circular combined piles |
| CN105672271A (en) * | 2015-12-31 | 2016-06-15 | 宗超 | V-shaped inserting-connecting square and round combination pile forming machine |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672271A (en) * | 2015-12-31 | 2016-06-15 | 宗超 | V-shaped inserting-connecting square and round combination pile forming machine |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160504 |
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| WW01 | Invention patent application withdrawn after publication |