CN105970934A - Mechanical equipment for manufacturing locked-combination cross piles - Google Patents
Mechanical equipment for manufacturing locked-combination cross piles Download PDFInfo
- Publication number
- CN105970934A CN105970934A CN201610449855.1A CN201610449855A CN105970934A CN 105970934 A CN105970934 A CN 105970934A CN 201610449855 A CN201610449855 A CN 201610449855A CN 105970934 A CN105970934 A CN 105970934A
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- China
- Prior art keywords
- concrete
- cylinder
- motor
- pile
- waist
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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
-
- 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
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- 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
Abstract
Disclosed is mechanical equipment for manufacturing locked-combination cross piles. The equipment comprises a locking pile forming machine and an octagonal pile forming machine; a plurality of concrete octagonal piles are manufactured, the left portion, the right portion, the front portion and the rear portion of each octagonal pile are each provided with a concrete locking pile through the locking pile forming machine according to the working manner of the locking pile forming machine, and therefore concave trapezoids of the concrete locking piles on the left portion, the right portion, the front portion and the rear portion of each concrete octagonal pile are matched with the convex trapezoids of the concrete locking piles on the left portion, the right portion, the front portion and the rear portion of each concrete octagonal pile correspondingly; and accordingly a plurality of combined cross piles formed by combining the concrete locking piles and the concrete octagonal piles are formed and are used for reinforcing treatment of a weak foundation.
Description
Technical field
The present invention relates to a kind of built pile, a kind of interlocking combination cross pile that the interlocking stake used in a kind of building foundation engineering and the mutual interlocking of octagon stake are formed.
Background technology
At present, pile body formed by the cement-soil mixing pile machine of other pattern is all the assembly of multiple soil cement cylinder, be not mutual interlocking soil cement compound pile.
Summary of the invention
The invention provides a kind of plant equipment that can manufacture a kind of interlocking combination cross pile that interlocking stake is formed with the mutual interlocking of octagon stake.
The present invention is achieved through the following technical solutions:
A kind of plant equipment manufacturing interlocking combination cross pile, including interlocking stake pile-formation machine and octagon stake pile-formation machine.
The concrete structure of interlocking stake pile-formation machine includes: motor three shell upper end is fixed in drilling rod one lower end, the output shaft of motor three lower end is fixed with a brill and stirs head, drilling rod one lower left side is fixed with support one, the upper end of steel plate support one is fixed in the left end bottom of support one, the centre of motor one shell is fixed in the lower end of steel plate support one, the front end rotating shaft of motor one is fixed with first half and girdles the waist cylinder one, and the rear end rotating shaft of motor one is fixed with later half cylinder with a tight waist；Drilling rod one is fixed with support two on the right side of bottom, the upper end of steel plate support two is fixed in the right-hand member bottom of support two, the centre of motor two shell is fixed in the lower end of steel plate support two, and the front end rotating shaft of motor two is fixed with first half and girdles the waist cylinder two, and the rear end rotating shaft of motor two is fixed with later half cylinder with a tight waist two；First half girdles the waist cylinder one and later half cylinder with a tight waist synthesizes a recessed Trapezoidal Beam oval post one for a pair, and the side surface of recessed Trapezoidal Beam oval post one is provided with multiple stirring knife；Girdle the waist cylinder two and later half cylinder with a tight waist two of first half is to one recessed Trapezoidal Beam oval post two of synthesis, and the side surface of recessed Trapezoidal Beam oval post two is provided with multiple stirring knife.
Octagon stake pile-formation machine 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, right-hand member, rear end, front end export a power transmission shaft respectively, and the outer end of each power transmission shaft fixes a tulwar respectively.
The present invention has a following feature:
The present invention can manufacture multiple combination cross pile being mutually combined by concrete interlocking stake and concrete octagon stake, for the consolidation process of weak fault.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of the present invention；
Fig. 2 is the rearview of the present invention
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the structural representation of octagon stake pile-formation machine；
Fig. 5 is the B B view of Fig. 4；
Fig. 6 is the cross-sectional view of the built pile that interlocking stake is formed with the mutual interlocking of octagon stake.
In figure: 1, drilling rod one, 2, steel plate support one, 3, steel plate support two, 4, first half is girdled the waist cylinder one, 5, first half girdle the waist cylinder two, 6, motor one, 7, motor two, 8, stirring knife, 9, later half cylinder one with a tight waist, 10, later half cylinder with a tight waist two, 11, rotating shaft, 12, support one, 13, support two, 14, motor three, 15, bore stir head；21, drilling rod two, 22, motor four, 23, change speed gear box, 24, drill bit two, 25, power transmission shaft, 26, tulwar.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes interlocking stake pile-formation machine and octagon stake pile-formation machine.
Interlocking stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, concrete structure is: motor 3 14 shell upper end is fixed in drilling rod 1 lower end, the output shaft of motor three lower end is fixed with a brill and stirs 15, drilling rod one lower left side is fixed with support 1, the upper end of steel plate support 1 is fixed in the left end bottom of support one, the centre of motor 1 shell is fixed in the lower end of steel plate support one, the front end rotating shaft 11 of motor one is fixed with first half and girdles the waist cylinder 1, and the rear end rotating shaft 11 of motor one is fixed with later half cylinder with a tight waist 1；Drilling rod one is fixed with support 2 13 on the right side of bottom, the upper end of steel plate support 23 is fixed in the right-hand member bottom of support two, the centre of motor 27 shell is fixed in the lower end of steel plate support two, the front end rotating shaft 11 of motor two is fixed with first half and girdles the waist cylinder 25, and the rear end rotating shaft of motor two is fixed with later half cylinder with a tight waist 2 10；First half girdles the waist cylinder one and later half cylinder with a tight waist synthesizes a recessed Trapezoidal Beam oval post one for a pair, and the side surface of recessed Trapezoidal Beam oval post one is provided with multiple stirring knife 8；Girdle the waist cylinder two and later half cylinder with a tight waist two of first half is to one recessed Trapezoidal Beam oval post two of synthesis, and the side surface of recessed Trapezoidal Beam oval post two is provided with multiple stirring knife.
Interlocking stake pile-formation machine is also equipped with grouting pump, during work, the position between recessed Trapezoidal Beam oval post one and recessed Trapezoidal Beam oval post two and brill are stirred a lower end and are irrigated water under high pressure respectively by grouting pump, motor three drives the brill of its lower end to stir head and rotates when working, drive first half to girdle the waist cylinder one and the rotating forward of later half cylinder with a tight waist a when motor one works, when motor two works, drive first half to girdle the waist cylinder two and the reversion of later half cylinder with a tight waist two；Bore and stir head in rotation process, brill is stirred the soil cutting of a lower end, first half girdle the waist cylinder one, later half cylinder one with a tight waist and first half girdle the waist cylinder two, later half cylinder two with a tight waist in rotation by the soil cutting of its lower end；Left end is cut into recessed trapezoidal in rotation by girdle the waist cylinder one, later half cylinder one with a tight waist of first half, and right-hand member is cut into recessed trapezoidal in rotation by girdle the waist cylinder two, later half cylinder two with a tight waist of first half；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 one forms about one two ends during being pressed into downwards and is respectively provided with recessed trapezoidal hole, casting concrete, formation concrete interlocking stake in this hole.
Octagon stake pile-formation machine 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, right-hand member, front end, rear end export a power transmission shaft 25 respectively, and the outer end of each power transmission shaft fixes a tulwar 26 respectively.
The specific works mode of octagon stake pile-formation machine 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, right-hand member, front end, the power transmission shaft of rear end to drive a tulwar to rotate respectively in operation process respectively, and the circular cut that drill bit two is formed is become octagon in rotary course by four tulwars；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 concrete octagon stake during being pressed into.
The convex trapezoidal of the recessed trapezoidal and octagon each edge place of interlocking stake is coincide.
nullInterlocking stake pile-formation machine is as follows with the working method of octagon stake pile-formation machine manufacture combination cross pile: in the position processed that needs reinforcement，A concrete octagon stake is manufactured according to the working method of above-mentioned octagon stake pile-formation machine with octagon stake pile-formation machine，Around this concrete octagon stake、Multiple concrete octagon stakes are manufactured by design arrangement，When the concrete strength of octagon stake reaches a timing，Again at the left part of each octagon stake、Right part、Anterior、Rear portion interlocking stake pile-formation machine manufactures a concrete interlocking stake respectively according to the working method of above-mentioned interlocking stake pile-formation machine，Make each concrete octagon stake left part、Right part、Anterior、The recessed trapezoidal left part being fit to this concrete octagon stake respectively of the concrete interlocking stake at rear portion、Right part、Anterior、Rear portion convex trapezoidal，It is thusly-formed multiple combination cross pile being mutually combined by concrete interlocking stake and concrete octagon stake，Consolidation process for weak fault.
Claims (2)
1. manufacture a plant equipment for interlocking combination cross pile, including interlocking stake pile-formation machine and octagon stake pile-formation machine；It is characterized in that:
The concrete structure of described interlocking stake pile-formation machine includes: motor three (14) shell upper end is fixed in drilling rod one (1) lower end, the output shaft of motor three lower end is fixed with a brill and stirs head (15), drilling rod one lower left side is fixed with support one (12), the upper end of steel plate support one (2) is fixed in the left end bottom of support one, the centre of motor one (6) shell is fixed in the lower end of steel plate support one, the front end rotating shaft (11) of motor one is fixed with first half and girdles the waist cylinder one (4), and the rear end rotating shaft (11) of motor one is fixed with later half cylinder with a tight waist (9)；Support two (13) it is fixed with on the right side of drilling rod one bottom, the upper end of steel plate support two (3) is fixed in the right-hand member bottom of support two, the centre of motor two (7) shell is fixed in the lower end of steel plate support two, the front end rotating shaft (11) of motor two is fixed with first half and girdles the waist cylinder two (5), and the rear end rotating shaft of motor two is fixed with later half cylinder with a tight waist two (10)；First half girdles the waist cylinder one and later half cylinder with a tight waist synthesizes a recessed Trapezoidal Beam oval post one for a pair, and the side surface of recessed Trapezoidal Beam oval post one is provided with multiple stirring knife (8)；Girdle the waist cylinder two and later half cylinder with a tight waist two of first half is to one recessed Trapezoidal Beam oval post two of synthesis, and the side surface of recessed Trapezoidal Beam oval post two is provided with multiple stirring knife；
During the work of described interlocking stake pile-formation machine, the position between recessed Trapezoidal Beam oval post one and recessed Trapezoidal Beam oval post two and brill are stirred a lower end and are irrigated water under high pressure respectively by grouting pump, motor three drives the brill of its lower end to stir head and rotates when working, drive first half to girdle the waist cylinder one and the rotating forward of later half cylinder with a tight waist a when motor one works, when motor two works, drive first half to girdle the waist cylinder two and the reversion of later half cylinder with a tight waist two；Bore and stir head in rotation process, brill is stirred the soil cutting of a lower end, first half girdle the waist cylinder one, later half cylinder one with a tight waist and first half girdle the waist cylinder two, later half cylinder two with a tight waist in rotation by the soil cutting of its lower end；Left end is cut into recessed trapezoidal in rotation by girdle the waist cylinder one, later half cylinder one with a tight waist of first half, and right-hand member is cut into recessed trapezoidal in rotation by girdle the waist cylinder two, later half cylinder two with a tight waist of first half；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 one forms about one two ends during being pressed into downwards and is respectively provided with recessed trapezoidal hole, casting concrete, formation concrete interlocking stake in this hole；
The concrete structure of described octagon stake pile-formation machine 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, right-hand member, front end, rear end export a power transmission shaft 25 respectively, and the outer end of each power transmission shaft fixes a tulwar 26 respectively；
The specific works mode of described octagon stake pile-formation machine: 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, right-hand member, front end, the power transmission shaft of rear end to drive a tulwar to rotate respectively in operation process respectively, and the circular cut that drill bit two is formed is become octagon in rotary course by four tulwars；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 concrete octagon stake during being pressed into；
nullThe working method of cross pile is combined in described interlocking stake pile-formation machine and octagon stake pile-formation machine manufacture: in the position processed that needs reinforcement，A concrete octagon stake is manufactured according to the working method of above-mentioned octagon stake pile-formation machine with octagon stake pile-formation machine，Around this concrete octagon stake、Multiple concrete octagon stakes are manufactured by design arrangement，When the concrete strength of octagon stake reaches a timing，Again at the left part of each octagon stake、Right part、Anterior、Rear portion interlocking stake pile-formation machine manufactures a concrete interlocking stake respectively according to the working method of above-mentioned interlocking stake pile-formation machine，Make each concrete octagon stake left part、Right part、Anterior、The recessed trapezoidal left part being fit to this concrete octagon stake respectively of the concrete interlocking stake at rear portion、Right part、Anterior、Rear portion convex trapezoidal，It is thusly-formed multiple combination cross pile being mutually combined by concrete interlocking stake and concrete octagon stake，Consolidation process for weak fault.
2. according to a kind of plant equipment manufacturing interlocking combination cross pile described in claim, it is characterised in that: the convex trapezoidal of the recessed trapezoidal and octagon each edge place of described interlocking stake is coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449855.1A CN105970934A (en) | 2016-06-22 | 2016-06-22 | Mechanical equipment for manufacturing locked-combination cross piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449855.1A CN105970934A (en) | 2016-06-22 | 2016-06-22 | Mechanical equipment for manufacturing locked-combination cross piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105970934A true CN105970934A (en) | 2016-09-28 |
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ID=57022846
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610449855.1A Withdrawn CN105970934A (en) | 2016-06-22 | 2016-06-22 | Mechanical equipment for manufacturing locked-combination cross piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105970934A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908729A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Inserted and connected combined cross connecting pile |
| CN105908731A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Inserted and buckled combined cross connecting pile |
| CN105908730A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Locked combined cross sequence pile |
| CN105908728A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Inserted cross connecting pile |
| CN106049472A (en) * | 2016-06-29 | 2016-10-26 | 李琳琳 | Combined cross-shaped sequence pile |
-
2016
- 2016-06-22 CN CN201610449855.1A patent/CN105970934A/en not_active Withdrawn
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908729A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Inserted and connected combined cross connecting pile |
| CN105908731A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Inserted and buckled combined cross connecting pile |
| CN105908730A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Locked combined cross sequence pile |
| CN105908728A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Inserted cross connecting pile |
| CN106049472A (en) * | 2016-06-29 | 2016-10-26 | 李琳琳 | Combined cross-shaped sequence pile |
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| 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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160928 |