CN105937234A - Mechanical device for manufacturing locking combination L piles - Google Patents
Mechanical device for manufacturing locking combination L piles Download PDFInfo
- Publication number
- CN105937234A CN105937234A CN201610455837.4A CN201610455837A CN105937234A CN 105937234 A CN105937234 A CN 105937234A CN 201610455837 A CN201610455837 A CN 201610455837A CN 105937234 A CN105937234 A CN 105937234A
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- Prior art keywords
- stake
- cylinder
- motor
- octagon
- waist
- Prior art date
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 10
- 239000002689 soil Substances 0.000 claims abstract description 32
- 230000002787 reinforcement Effects 0.000 claims abstract description 3
- 239000004568 cement Substances 0.000 claims description 19
- 238000005553 drilling Methods 0.000 claims description 18
- 238000003756 stirring Methods 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 12
- 241001074085 Scophthalmus aquosus Species 0.000 claims description 9
- 230000005540 biological transmission Effects 0.000 claims description 9
- 238000005520 cutting process Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 239000011083 cement mortar Substances 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000007596 consolidation process Methods 0.000 claims description 3
- 238000003786 synthesis reaction Methods 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 150000001875 compounds Chemical class 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
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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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK 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 OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK 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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A mechanical device for manufacturing locking combination L piles comprises a locking combination pile forming machine and an octagon pile forming machine. A plurality of octagon cemented soil piles are manufactured, concrete locking combination piles are manufactured on the rear portion and the right portion of each octagon pile through the locking combination pile forming machine according to the working manner of the locking combination pile forming machine so that concave trapezoid shapes of the concrete locking combination piles on the rear portion and the right portion of each octagon cemented soil pile can be matched with convex trapezoid shapes of the rear portion and the right portion of the corresponding octagon cemented soil pile, and the plurality of combined L piles formed by combining the concrete locking combination piles and the octagon cemented soil piles are formed in this way and used for reinforcement treatment of soft foundations.
Description
Technical field
The present invention relates to a kind of built pile, the sealed stake used in a kind of building foundation engineering and octagon stake are mutually locked the one sealed L stake 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 be mutually locked soil cement compound pile.
Summary of the invention
The invention provides and a kind of can manufacture sealed stake and octagon stake and be mutually locked the plant equipment of a kind of sealed L stake formed.
The present invention is achieved through the following technical solutions:
A kind of plant equipment manufacturing sealed L stake, including sealed stake pile-formation machine and octagon stake pile-formation machine.
The concrete structure of sealed 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 L stake being mutually combined by the sealed stake of concrete and soil cement 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 sealed stake and octagon stake is mutually locked the cross-sectional view of the built pile formed.
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 sealed stake pile-formation machine and octagon stake pile-formation machine.
Sealed 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.
Sealed 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, the formation sealed stake of concrete 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 is to drill bit two grout injection, motor four drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit two lower end is stirred in rotary course by drill bit two with cement mortar；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 in rotary course by four tulwars stirs into octagon with cement mortar；Drilling rod two forms soil cement octagon stake during being pressed into.
The convex trapezoidal of the recessed trapezoidal and octagon each edge place of sealed stake is coincide.
nullSealed stake pile-formation machine is as follows with the working method of octagon stake pile-formation machine manufacture combination L stake: in the position processed that needs reinforcement，A soil cement 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 soil cement octagon stake、Multiple soil cement octagon stakes are manufactured by design arrangement，When the soil cement intensity of octagon stake reaches a timing，Again at the rear portion of each octagon stake、Right part manufactures a sealed stake of concrete with sealed stake pile-formation machine respectively according to the working method of above-mentioned sealed stake pile-formation machine，Make each soil cement octagon stake rear portion、The recessed trapezoidal rear portion being fit to this soil cement octagon stake respectively of the sealed stake of concrete of right part、Right part convex trapezoidal，It is thusly-formed multiple combination L stake being mutually combined by the sealed stake of concrete and soil cement octagon stake，Consolidation process for weak fault.
Claims (2)
1. manufacture a plant equipment for sealed L stake, including sealed stake pile-formation machine and octagon stake pile-formation machine；It is characterized in that:
The concrete structure of described sealed 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 sealed 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, the formation sealed stake of concrete 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 is to drill bit two grout injection, motor four drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit two lower end is stirred in rotary course by drill bit two with cement mortar；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 in rotary course by four tulwars stirs into octagon with cement mortar；Drilling rod two forms soil cement octagon stake during being pressed into；
nullThe working method of L stake is combined in described sealed stake pile-formation machine and octagon stake pile-formation machine manufacture: in the position processed that needs reinforcement，A soil cement 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 soil cement octagon stake、Multiple soil cement octagon stakes are manufactured by design arrangement，When the soil cement intensity of octagon stake reaches a timing，Again at the rear portion of each octagon stake、Right part manufactures a sealed stake of concrete with sealed stake pile-formation machine respectively according to the working method of above-mentioned sealed stake pile-formation machine，Make each soil cement octagon stake rear portion、The recessed trapezoidal rear portion being fit to this soil cement octagon stake respectively of the sealed stake of concrete of right part、Right part convex trapezoidal，It is thusly-formed multiple combination L stake being mutually combined by the sealed stake of concrete and soil cement octagon stake，Consolidation process for weak fault.
2. according to a kind of plant equipment manufacturing sealed L stake described in claim, it is characterised in that: the convex trapezoidal of the recessed trapezoidal and octagon each edge place of described sealed stake is coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610455837.4A CN105937234A (en) | 2016-06-22 | 2016-06-22 | Mechanical device for manufacturing locking combination L piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610455837.4A CN105937234A (en) | 2016-06-22 | 2016-06-22 | Mechanical device for manufacturing locking combination L piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105937234A true CN105937234A (en) | 2016-09-14 |
Family
ID=56871902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610455837.4A Withdrawn CN105937234A (en) | 2016-06-22 | 2016-06-22 | Mechanical device for manufacturing locking combination L piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105937234A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908728A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Inserted cross connecting pile |
| CN105908730A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Locked combined cross sequence pile |
| 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 |
| CN106049472A (en) * | 2016-06-29 | 2016-10-26 | 李琳琳 | Combined cross-shaped sequence pile |
-
2016
- 2016-06-22 CN CN201610455837.4A patent/CN105937234A/en not_active Withdrawn
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908728A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Inserted cross connecting pile |
| CN105908730A (en) * | 2016-06-29 | 2016-08-31 | 李琳琳 | Locked combined cross sequence pile |
| 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 |
| CN106049472A (en) * | 2016-06-29 | 2016-10-26 | 李琳琳 | Combined cross-shaped sequence pile |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160914 |
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| WW01 | Invention patent application withdrawn after publication |