CN105970943A - Manufacturing device of locking and connecting type combination piles - Google Patents
Manufacturing device of locking and connecting type combination piles Download PDFInfo
- Publication number
- CN105970943A CN105970943A CN201610456362.0A CN201610456362A CN105970943A CN 105970943 A CN105970943 A CN 105970943A CN 201610456362 A CN201610456362 A CN 201610456362A CN 105970943 A CN105970943 A CN 105970943A
- Authority
- CN
- China
- Prior art keywords
- recessed
- arrangement
- tool post
- motor
- head
- 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- Withdrawn
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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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
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- 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
- E02D2200/165—Shapes polygonal
- E02D2200/1664—Shapes polygonal made from multiple elements
Abstract
The invention discloses a manufacturing device of locking and connecting type combination piles. The manufacturing device comprises a concave V-shaped head drilling machine and a hexagonal drilling machine. A plurality of cement-soil concave V-shaped head piles are manufactured at the interval of one hexagonal pile; one concrete hexagonal pile is manufactured in each of the front and the back of the distance between every two concave V-shaped head piles by the hexagonal drilling machine according to the working mode of the hexagonal drilling machine, and therefore a piling wall with the multiple cement-soil concave V-shaped head piles connected to the two concrete hexagonal piles in the front and the back of the distance between every two concave V-shaped head piles in a locked mode can be formed and can be used for retaining soil and preventing seepage for building foundations.
Description
Technical field
The present invention relates to a kind of stake and manufacture device, the interlocking built pile used in a kind of foundation engineering manufactures device.
Background technology
Soil cement rig 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, be presently used for the gear soil on building basis, the cement-soil pile of antiseep is all to be formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The invention provides a kind of interlocking built pile wall-forming device that can manufacture recessed V-arrangement head stake and hexagonal piles mutual interlocking formation combination piling wall.
The present invention is achieved through the following technical solutions:
A kind of interlocking built pile manufactures device, including recessed V-arrangement head rig and hexagon rig.
The structure of recessed V-arrangement head rig includes: the middle upper portion of steel pipe support one is fixed in the lower end of drilling rod one, the middle lower portion of steel pipe support one 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 lordosis V-arrangement tool post, and the rear end output shaft of motor two is fixed with rear convex V-arrangement tool post；The upper end of steel plate support one is fixed in the left end bottom of steel pipe support one, 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 front recessed V-arrangement tool post one, and the rear end output shaft of motor one is fixed with rear recessed V-arrangement tool post one；The upper end of steel plate support three is fixed in the right-hand member bottom of steel pipe support one, 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 front recessed V-arrangement tool post two, and the rear end output shaft of motor three is fixed with rear recessed V-arrangement tool post two；The side surface of each recessed V-arrangement tool post is separately installed with multiple cutter head；The side surface of each convex V-arrangement tool post is provided with multiple cutter head；The recessed V-arrangement of recessed V-arrangement tool post cross section coincide with the convex V-arrangement of convex V-arrangement tool post cross section.
Hexagon rig includes following structure: the upper end of the lower end fixed motor four of drilling rod two, motor four lower end is provided with change speed gear box, and the output shaft of change speed gear box lower end is fixed with drill bit two；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export a power transmission shaft respectively, and the outer end of each power transmission shaft fixes a triangular knife respectively.
The present invention has a following feature:
The present invention can manufacture between the recessed V-arrangement head stake of multiple soil cement and each two recessed V-arrangement head stake before and after the piling wall of two mutual sockets of concrete hexagonal piles, for gear soil, the antiseep on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of recessed V-arrangement head rig；
Fig. 2 is the rearview of recessed V-arrangement head rig
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the structural representation of hexagon rig；
Fig. 5 is the B B view of Fig. 3；
Fig. 6 is the cross-sectional view of the combination piling wall that recessed V-arrangement head stake is formed with the mutual interlocking of hexagonal piles.
In figure: 1, drilling rod one, 2, steel pipe support one, 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, front recessed V-arrangement tool post one, 10, lordosis V-arrangement tool post, 11, front recessed V-arrangement tool post two, 12, cutter head, 13, rear recessed V-arrangement tool post one, 14, rear convex V-arrangement tool post, 15, rear recessed V-arrangement tool post two, 16, output shaft；21, drilling rod two, 22, motor four, 23, change speed gear box, 24, drill bit two, 25, power transmission shaft, 26, triangular knife.
Detailed description of the invention
A kind of interlocking built pile wall-forming device, including recessed V-arrangement head rig and hexagon rig.
Recessed V-arrangement head rig includes the structure in Fig. 1, Fig. 2, Fig. 3, concrete structure includes: the middle upper portion of steel pipe support 1 is fixed in the lower end of drilling rod 1, the middle lower portion of steel pipe support one 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 lordosis V-arrangement tool post 10, and the rear end output shaft of motor two is fixed with rear convex V-arrangement tool post 14；The upper end of steel plate support 1 is fixed in the left end bottom of steel pipe support one, 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 front recessed V-arrangement tool post 1, and the rear end output shaft of motor one is fixed with rear recessed V-arrangement tool post 1；The upper end of steel plate support 35 is fixed in the right-hand member bottom of steel pipe support one, 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 front recessed V-arrangement tool post 2 11, and the rear end output shaft of motor three is fixed with rear recessed V-arrangement tool post 2 15；The side surface of each recessed V-arrangement tool post is separately installed with multiple cutter head 12；The side surface of each convex V-arrangement tool post is provided with multiple cutter head 12；The recessed V-arrangement of recessed V-arrangement tool post cross section coincide with the convex V-arrangement of convex V-arrangement tool post cross section.
The working method of recessed V-arrangement head rig is: during work, grout injection is distinguished at the position between grouting pump V-arrangement recessed to left side tool post and centre convex V-arrangement tool post and between the right recessed V-arrangement tool post and centre convex V-arrangement tool post, motor one drives front recessed V-arrangement tool post one and the rotating forward of rear recessed V-arrangement tool post one, motor three drives front recessed V-arrangement tool post two and the reversion of rear recessed V-arrangement tool post two, motor two drives lordosis V-arrangement tool post to rotate forward, after motor two drives, convex V-arrangement tool post inverts, front recessed V-arrangement tool post one, rear recessed V-arrangement tool post one, front recessed V-arrangement tool post two, rear recessed V-arrangement tool post two and lordosis V-arrangement tool post, the soil cutting of its lower end is stirred in rotation by rear convex V-arrangement tool post with cement mortar；Left end cutting is stirred into recessed V-arrangement head in rotation by front recessed V-arrangement tool post one, rear recessed V-arrangement tool post one, and right-hand member cutting is stirred into recessed V-arrangement head in rotation by front recessed V-arrangement tool post two, rear recessed V-arrangement tool post two；Drilling rod one forms about one two ends during being pressed into downwards and is respectively provided with the soil cement recessed V-arrangement head stake of two recessed V-arrangement heads.
Hexagon rig includes the structure in Fig. 4, Fig. 5；Concrete structure is as follows: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and motor four lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export a power transmission shaft 25 respectively, and the outer end of each power transmission shaft fixes a triangular knife 26 respectively.
The specific works mode of hexagon rig is as follows: during work, grouting pump irrigates water under high pressure to drill bit two, and motor four drives change speed gear box to operate, and change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower end；Change speed gear box drives left end, left back end, left front end, right-hand member, right rear end, the power transmission shaft of right front ends to drive triangular knife to rotate respectively in operation process respectively, six triangular knifes in rotary course by the soil cutting at six angles；The soil body machined away is mixed in mud, and water under high pressure constantly fills, and mud constantly flows out to outside hole from hole, and drilling rod two forms the hexagonal hole of certain depth during being pressed into, casting concrete, formation concrete hexagonal piles in this hole.
The convex V-arrangement of hexagonal piles coincide with the recessed V-arrangement at two ends, recessed V-arrangement head stake left and right.
The work process that recessed V-arrangement head rig manufactures interlocking piling wall with hexagon rig associated working is as follows: in the original position needing pile axis, a soil cement recessed V-arrangement head stake is manufactured according to the working method of above-mentioned recessed V-arrangement head rig with recessed V-arrangement head rig, at this, the right side of recessed V-arrangement head stake, the distance of one hexagonal piles in interval remanufacture second soil cement recessed V-arrangement head stake, so manufacture multiple soil cements recessed V-arrangement head stake of one the hexagonal piles distance in multiple intervals；nullWhen the soil cement intensity of the recessed V-arrangement head stake on both sides reaches a timing，Front and rear in spacing between each two recessed V-arrangement head stake again、A concrete hexagonal piles is manufactured respectively according to the working method of above-mentioned hexagonal piles rig with hexagonal piles rig，The convex V-arrangement head making the concrete hexagonal piles left end of front portion is fit to the recessed V-arrangement head that the left side recessed V-arrangement head stake right-hand member is anterior、The convex V-arrangement head of anterior concrete hexagonal piles right-hand member is fit to the recessed V-arrangement head that the right soil cement recessed V-arrangement head stake left end is anterior，The convex V-arrangement head making rear portion concrete hexagonal piles left end is fit to the recessed V-arrangement head at recessed V-arrangement head stake right-hand member rear portion, the left side、The convex V-arrangement head of rear portion concrete hexagonal piles right-hand member is fit to the recessed V-arrangement head at soil cement recessed V-arrangement head stake left end rear portion, the right，The piling wall of two mutual interlockings of concrete hexagonal piles before and after being thusly-formed between the recessed V-arrangement head stake of multiple soil cement and each two recessed V-arrangement head stake，Gear soil for building basis、Antiseep.
Claims (3)
1. interlocking built pile manufactures a device, including recessed V-arrangement head rig and hexagon rig, it is characterised in that:
The concrete structure of described recessed V-arrangement head rig includes: the middle upper portion of steel pipe support one (2) is fixed in the lower end of drilling rod one (1), the middle lower portion of steel pipe support one 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 lordosis V-arrangement tool post (10), and the rear end output shaft of motor two is fixed with rear convex V-arrangement tool post (14)；The upper end of steel plate support one (3) is fixed in the left end bottom of steel pipe support one, 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 front recessed V-arrangement tool post one (9), and the rear end output shaft of motor one is fixed with rear recessed V-arrangement tool post one (13)；The upper end of steel plate support three (5) is fixed in the right-hand member bottom of steel pipe support one, 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 front recessed V-arrangement tool post two (11), and the rear end output shaft of motor three is fixed with rear recessed V-arrangement tool post two (15)；The side surface of each recessed V-arrangement tool post is separately installed with multiple cutter head (12)；The side surface of each convex V-arrangement tool post is provided with multiple cutter head (12)；
The working method of described recessed V-arrangement head rig is: during work, grout injection is distinguished at the position between grouting pump V-arrangement recessed to left side tool post and centre convex V-arrangement tool post and between the right recessed V-arrangement tool post and centre convex V-arrangement tool post, motor one drives front recessed V-arrangement tool post one and the rotating forward of rear recessed V-arrangement tool post one, motor three drives front recessed V-arrangement tool post two and the reversion of rear recessed V-arrangement tool post two, motor two drives lordosis V-arrangement tool post to rotate forward, after motor two drives, convex V-arrangement tool post inverts, front recessed V-arrangement tool post one, rear recessed V-arrangement tool post one, front recessed V-arrangement tool post two, rear recessed V-arrangement tool post two and lordosis V-arrangement tool post, the soil cutting of its lower end is stirred in rotation by rear convex V-arrangement tool post with cement mortar；Left end cutting is stirred into recessed V-arrangement head in rotation by front recessed V-arrangement tool post one, rear recessed V-arrangement tool post one, and right-hand member cutting is stirred into recessed V-arrangement head in rotation by front recessed V-arrangement tool post two, rear recessed V-arrangement tool post two；Drilling rod one forms about one two ends during being pressed into downwards and is respectively provided with the soil cement recessed V-arrangement head stake of recessed V-arrangement head；
The concrete structure of described hexagon rig includes: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and motor four lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export a power transmission shaft 25 respectively, and the outer end of each power transmission shaft fixes a triangular knife 26 respectively；
The specific works mode of described hexagon rig is as follows: during work, grouting pump irrigates water under high pressure to drill bit two, motor four drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower end；Change speed gear box drives left end, left back end, left front end, right-hand member, right rear end, the power transmission shaft of right front ends to drive triangular knife to rotate respectively in operation process respectively, six triangular knifes in rotary course by the soil cutting at six angles；The soil body machined away is mixed in mud, and water under high pressure constantly fills, and mud constantly flows out to outside hole from hole, and drilling rod two forms the hexagonal hole of certain depth during being pressed into, casting concrete, formation concrete hexagonal piles in this hole；
Described recessed V-arrangement head rig manufactures the work process of interlocking piling wall with described hexagon rig associated working: in the original position needing pile axis, a soil cement recessed V-arrangement head stake is manufactured according to the working method of above-mentioned recessed V-arrangement head rig with recessed V-arrangement head rig, at this, the right side of recessed V-arrangement head stake, the distance of one hexagonal piles in interval remanufacture second soil cement recessed V-arrangement head stake, so manufacture multiple soil cements recessed V-arrangement head stake of one the hexagonal piles distance in multiple intervals；nullWhen the soil cement intensity of the recessed V-arrangement head stake on both sides reaches a timing，Front and rear in spacing between each two recessed V-arrangement head stake again、A concrete hexagonal piles is manufactured respectively according to the working method of above-mentioned hexagonal piles rig with hexagonal piles rig，The convex V-arrangement head making the concrete hexagonal piles left end of front portion is fit to the recessed V-arrangement head that the left side recessed V-arrangement head stake right-hand member is anterior、The convex V-arrangement head of anterior concrete hexagonal piles right-hand member is fit to the recessed V-arrangement head that the right soil cement recessed V-arrangement head stake left end is anterior，The convex V-arrangement head making rear portion concrete hexagonal piles left end is fit to the recessed V-arrangement head at recessed V-arrangement head stake right-hand member rear portion, the left side、The convex V-arrangement head of rear portion concrete hexagonal piles right-hand member is fit to the recessed V-arrangement head at soil cement recessed V-arrangement head stake left end rear portion, the right，The piling wall of two mutual interlockings of concrete hexagonal piles before and after being thusly-formed between the recessed V-arrangement head stake of multiple soil cement and each two recessed V-arrangement head stake，Gear soil for building basis、Antiseep.
Interlocking built pile the most according to claim 1 manufactures device, it is characterised in that: the recessed V-arrangement of the recessed V-arrangement tool post cross section of recessed V-arrangement head rig coincide with the convex V-arrangement of convex V-arrangement tool post cross section.
Interlocking built pile the most according to claim 1 manufactures device, it is characterised in that: the convex V-arrangement of described hexagonal piles coincide with the recessed V-arrangement at two ends, described recessed V-arrangement head stake left and right.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610456362.0A CN105970943A (en) | 2016-06-22 | 2016-06-22 | Manufacturing device of locking and connecting type combination piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610456362.0A CN105970943A (en) | 2016-06-22 | 2016-06-22 | Manufacturing device of locking and connecting type combination piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105970943A true CN105970943A (en) | 2016-09-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610456362.0A Withdrawn CN105970943A (en) | 2016-06-22 | 2016-06-22 | Manufacturing device of locking and connecting type combination piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105970943A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106498933A (en) * | 2016-10-12 | 2017-03-15 | 莒南县陡山灌区灌溉管理所 | Broken line fore shaft wall telephone |
-
2016
- 2016-06-22 CN CN201610456362.0A patent/CN105970943A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106498933A (en) * | 2016-10-12 | 2017-03-15 | 莒南县陡山灌区灌溉管理所 | Broken line fore shaft wall telephone |
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Application publication date: 20160928 |
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| WW01 | Invention patent application withdrawn after publication |