CN105862806A - Inserting and connecting V-shaped pile forming device - Google Patents
Inserting and connecting V-shaped pile forming device Download PDFInfo
- Publication number
- CN105862806A CN105862806A CN201610254087.4A CN201610254087A CN105862806A CN 105862806 A CN105862806 A CN 105862806A CN 201610254087 A CN201610254087 A CN 201610254087A CN 105862806 A CN105862806 A CN 105862806A
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- arrangement
- recessed
- tool post
- convex
- stake
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- 239000002689 soil Substances 0.000 claims abstract description 33
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 239000004568 cement Substances 0.000 claims description 22
- 238000005553 drilling Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 13
- 230000005540 biological transmission Effects 0.000 claims description 9
- 238000005520 cutting process Methods 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- 238000007596 consolidation process Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 239000011083 cement mortar Substances 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
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 abstract 1
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
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
-
- 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
- E02D2200/1628—Shapes rectangular
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses an inserting and connecting V-shaped pile forming device. The inserting and connecting V-shaped pile forming device comprises a concave V-shaped head pile machine and a square pile machine. Multiple cemented soil square piles are manufactured. When the strength of cemented soil of the square piles reaches a certain degree, a concrete concave V-shaped head pile is manufactured at each of the rear left portion and the rear right portion of each square pile through the concave V-shaped head pile machine according to the working manner of the above concave V-shaped head pile machine; concave V-shaped parts of the concrete concave V-shaped head piles at the rear left portion and the rear right portion of each cemented soil square pile coincide with convex V-shaped parts at the rear left portion and the rear right portion of the cemented soil square pile; and therefore a V-shaped pile formed by combining the multiple concrete concave V-shaped head piles and the cemented soil square piles is formed and used for strengthening treatment of a weak foundation.
Description
Technical field
The present invention relates to a kind of pile body pile-forming apparatus, the grafting V-type piling apparatus used in a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, the cement-soil pile of the consolidation process being presently used for weak base foundation is all to be formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The invention provides a kind of energy recessed V-arrangement head stake of manufacture and be mutually inserted the grafting V-type piling apparatus forming V-type stake with square stake.
The present invention is achieved through the following technical solutions:
A kind of grafting V-type piling apparatus, including recessed V-arrangement head stake machine and square stake machine.
The structure of recessed V-arrangement head stake machine includes: on the left of drilling rod one lower end the upper end of fixation steel plate 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 recessed V-arrangement tool post, and the rear end rotating shaft of motor one is fixed with later half recessed V-arrangement tool post;On the right side of drilling rod one lower end, fixation steel plate supports the upper end of two, and 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 front semi-convex V-arrangement tool post, and the rear end rotating shaft of motor two is fixed with rear semi-convex V-arrangement tool post;First half recessed V-arrangement tool post and later half recessed V-arrangement tool post one recessed V-arrangement tool post of composition, the side surface of recessed V-arrangement tool post is provided with multiple cutter head;Front semi-convex V-arrangement tool post and rear semi-convex V-arrangement tool post one convex V-arrangement tool post of composition, the side surface of 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.
The structure of square stake machine includes: the upper end of motor three is fixed in the lower end of drilling rod two, and motor three lower end is provided with gearbox, and the output shaft of gearbox lower end is fixed with drill bit two;Gearbox to left back, left front, right back, right front export a power transmission shaft respectively, the outer end of each power transmission shaft fixes a triangular knife two respectively.
The present invention has a following feature:
The present invention can manufacture concrete recessed V-arrangement head stake and soil cement square stake and be mutually inserted the V-type stake of formation, for the consolidation process of weak base foundation.
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 stake machine;
Fig. 2 is the rearview of recessed V-arrangement head stake machine
Fig. 3 is the A A view of Fig. 1;
Fig. 4 is the structural representation of square stake machine;
Fig. 5 is the B B view of Fig. 3;
Fig. 6 is the cross-sectional view that recessed V-arrangement head stake is mutually inserted the V-type stake of formation with square stake.
In figure: 1, drilling rod one, 2, steel plate support one, 3, steel plate support two, 4, first half recessed V-arrangement tool post, 5, front semi-convex V-arrangement tool post, 6, motor one, 7, motor two, 8, cutter head, 9, later half recessed V-arrangement tool post, 10, rear semi-convex V-arrangement tool post, 11, rotating shaft;21, drilling rod two, 22, motor three, 23, gearbox, 24, drill bit two, 25, power transmission shaft, 26, triangular knife two.
Detailed description of the invention
A kind of grafting V-type piling apparatus, including recessed V-arrangement head stake machine and square stake machine.
Recessed V-arrangement head stake machine includes the structure in Fig. 1, Fig. 2, Fig. 3, concrete structure includes: on the left of drilling rod 1 lower end the upper end of fixation steel plate support 1, 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 recessed V-arrangement tool post 4, and the rear end rotating shaft 11 of motor one is fixed with later half recessed V-arrangement tool post 9;On the right side of drilling rod 1 lower end, fixation steel plate supports the upper end of 23, and the centre of motor 27 shell is fixed in the lower end of steel plate support two, and the front end rotating shaft 11 of motor two is fixed with front semi-convex V-arrangement tool post 5, and the rear end rotating shaft of motor two is fixed with rear semi-convex V-arrangement tool post 10;First half recessed V-arrangement tool post and later half recessed V-arrangement tool post one recessed V-arrangement tool post of composition, the side surface of recessed V-arrangement tool post is provided with multiple cutter head 8;Front semi-convex V-arrangement tool post and rear semi-convex V-arrangement tool post one convex V-arrangement tool post of composition, the side surface of 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.
The working method of recessed V-arrangement head stake machine is: during work, grouting pump irrigates water under high pressure to the position between recessed V-arrangement tool post and convex V-arrangement tool post, motor one drives first half recessed V-arrangement tool post and later half recessed V-arrangement tool post to rotate forward, motor two drive front semi-convex V-arrangement tool post and rear semi-convex V-arrangement tool post reversion, first half recessed V-arrangement tool post, later half recessed V-arrangement tool post and front semi-convex V-arrangement tool post, rear semi-convex V-arrangement tool post in rotation by the soil cutting of its lower end;Left end is cut into recessed V-arrangement head in rotation by first half recessed V-arrangement tool post, later half recessed V-arrangement tool post, and right-hand member is cut into convex V-arrangement head in rotation by front semi-convex V-arrangement tool post, rear semi-convex V-arrangement tool post;The recessed V-arrangement head of left part matches with the convex V-arrangement head of right part;The soil body machined away is mixed in mud, water under high pressure constantly fills, mud constantly flows out from hole, and drilling rod one forms left end downwards with recessed V-arrangement head, right-hand member with the hole of convex V-arrangement head during being pressed into, in this hole casting concrete, form concrete recessed V-arrangement head stake.
Square stake machine includes the structure in Fig. 4, Fig. 5;Concrete structure is as follows: the upper end of motor 3 22 is fixed in the lower end of drilling rod 2 21, and motor three lower end is provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24;Gearbox to left back, left front, right back, right front export a power transmission shaft 25 respectively, the outer end of each power transmission shaft fixes a triangular knife 2 26 respectively.
The specific works mode of square stake machine is as follows: during work, grouting pump is to drill bit two grout injection, motor three drives gearbox to operate, gearbox drives drill bit two to rotate in operation process, and the soil cutting of drill bit lower end is stirred in rotary course by drill bit two with cement mortar;Gearbox drives left back, left front, right back, the power transmission shaft of right front to drive the rotation of a triangular knife two respectively in operation process respectively, four triangular knifes two in rotary course by soil cutting and the Soil-cement at four angles;Drilling rod two forms soil cement square stake during being pressed into.
The convex V-arrangement of square stake coincide with the recessed V-arrangement at two ends, recessed V-arrangement head stake left and right.
nullThe working method that recessed V-arrangement head stake machine manufactures V-type stake with square stake machine associated working is as follows: in the position processed that needs reinforcement,A soil cement square stake is manufactured according to the working method of above-mentioned square stake machine with square stake machine,Around this soil cement square stake、Multiple soil cement square stakes are manufactured by design arrangement,When the soil cement intensity of square stake reaches a timing,Again in the left back portion of each square stake、Right rear portion manufactures a concrete recessed V-arrangement head stake with recessed V-arrangement head stake machine respectively according to the working method of above-mentioned recessed V-arrangement head stake machine,Make the left back portion of each soil cement square stake、The recessed V-arrangement of the concrete recessed V-arrangement head stake at right rear portion is fit to the left back portion of this soil cement square stake respectively、The convex V-arrangement at right rear portion,It is thusly-formed the V-type stake that the recessed V-arrangement head stake of multiple concrete is mutually combined with soil cement square stake,Consolidation process for weak fault.
Claims (3)
1. a grafting V-type piling apparatus, including recessed V-arrangement head stake machine and square stake machine, it is characterised in that:
The concrete structure of described recessed V-arrangement head stake machine includes: on the left of drilling rod one (1) lower end the upper end of fixation steel plate support one (2), 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 recessed V-arrangement tool post (4), and the rear end rotating shaft (11) of motor one is fixed with later half recessed V-arrangement tool post (9);The upper end of fixation steel plate support two (3) on the right side of drilling rod one (1) lower end, 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 front semi-convex V-arrangement tool post (5), and the rear end rotating shaft of motor two is fixed with rear semi-convex V-arrangement tool post (10);First half recessed V-arrangement tool post and later half recessed V-arrangement tool post one recessed V-arrangement tool post of composition, the side surface of recessed V-arrangement tool post is provided with multiple cutter head (8);Front semi-convex V-arrangement tool post and rear semi-convex V-arrangement tool post one convex V-arrangement tool post of composition, the side surface of 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;
The working method of described recessed V-arrangement head stake machine is: during work, grouting pump irrigates water under high pressure to the position between recessed V-arrangement tool post and convex V-arrangement tool post, motor one drives first half recessed V-arrangement tool post and later half recessed V-arrangement tool post to rotate forward, motor two drive front semi-convex V-arrangement tool post and rear semi-convex V-arrangement tool post reversion, first half recessed V-arrangement tool post, later half recessed V-arrangement tool post and front semi-convex V-arrangement tool post, rear semi-convex V-arrangement tool post in rotation by the soil cutting of its lower end;Left end is cut into recessed V-arrangement head in rotation by first half recessed V-arrangement tool post, later half recessed V-arrangement tool post, and right-hand member is cut into convex V-arrangement head in rotation by front semi-convex V-arrangement tool post, rear semi-convex V-arrangement tool post;The recessed V-arrangement head of left part matches with the convex V-arrangement head of right part;The soil body machined away is mixed in mud, water under high pressure constantly fills, mud constantly flows out from hole, and drilling rod one forms left end downwards with recessed V-arrangement head, right-hand member with the hole of convex V-arrangement head during being pressed into, in this hole casting concrete, form concrete recessed V-arrangement head stake;
The concrete structure of described square stake machine includes: the upper end of motor 3 22 is fixed in the lower end of drilling rod 2 21, and motor three lower end is provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24;Gearbox to left back, left front, right back, right front export a power transmission shaft 25 respectively, the outer end of each power transmission shaft fixes a triangular knife 2 26 respectively;
The specific works mode of described square stake machine is: during work, grouting pump is to drill bit two grout injection, motor three drives gearbox to operate, gearbox drives drill bit two to rotate in operation process, and the soil cutting of drill bit lower end is stirred in rotary course by drill bit two with cement mortar;Gearbox drives left back, left front, right back, the power transmission shaft of right front to drive the rotation of a triangular knife two respectively in operation process respectively, four triangular knifes two in rotary course by soil cutting and the Soil-cement at four angles;Drilling rod two forms soil cement square stake during being pressed into;
nullDescribed recessed V-arrangement head stake machine manufactures the working method of V-type stake with square stake machine associated working: in the position processed that needs reinforcement,A soil cement square stake is manufactured according to the working method of above-mentioned square stake machine with square stake machine,Around this soil cement square stake、Multiple soil cement square stakes are manufactured by design arrangement,When the soil cement intensity of square stake reaches a timing,Again in the left back portion of each square stake、Right rear portion manufactures a concrete recessed V-arrangement head stake with recessed V-arrangement head stake machine respectively according to the working method of above-mentioned recessed V-arrangement head stake machine,Make the left back portion of each soil cement square stake、The recessed V-arrangement of the concrete recessed V-arrangement head stake at right rear portion is fit to the left back portion of this soil cement square stake respectively、The convex V-arrangement at right rear portion,It is thusly-formed the V-type stake that the recessed V-arrangement head stake of multiple concrete is mutually combined with soil cement square stake,Consolidation process for weak fault.
Grafting V-type piling apparatus the most according to claim 1, it is characterised in that: the recessed V-arrangement of the recessed V-arrangement tool post cross section of recessed V-arrangement head stake machine coincide with the convex V-arrangement of convex V-arrangement tool post cross section.
Grafting V-type piling apparatus the most according to claim 1, it is characterised in that: the convex V-arrangement of described square stake 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 |
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CN201610254087.4A CN105862806A (en) | 2016-04-23 | 2016-04-23 | Inserting and connecting V-shaped pile forming device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610254087.4A CN105862806A (en) | 2016-04-23 | 2016-04-23 | Inserting and connecting V-shaped pile forming device |
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CN105862806A true CN105862806A (en) | 2016-08-17 |
Family
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Family Applications (1)
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CN201610254087.4A Withdrawn CN105862806A (en) | 2016-04-23 | 2016-04-23 | Inserting and connecting V-shaped pile forming device |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105821859A (en) * | 2016-04-23 | 2016-08-03 | 刘兰花 | Device for forming inserted and buckled type V-shaped piles |
CN105862807A (en) * | 2016-04-23 | 2016-08-17 | 刘兰花 | Locking and buckling V-shaped pile forming device |
CN105887832A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Fore shaft V-shaped pile forming device |
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Publication number | Priority date | Publication date | Assignee | Title |
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JP2008175039A (en) * | 2007-01-22 | 2008-07-31 | Yasuyuki Yamamoto | Method of driving both steel pipe pile and soil cement pile |
CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
CN104727314A (en) * | 2015-04-12 | 2015-06-24 | 张永忠 | Rectangular stirring drilling machine |
CN105442560A (en) * | 2015-12-31 | 2016-03-30 | 宋姝娴 | Arc buckling equipment with T-shaped piles and rectangular piles |
CN105507294A (en) * | 2015-12-31 | 2016-04-20 | 刘玉秋 | Equipment for combined work of piles shaped like Greek letter 'pi' and rectangular piles |
CN105821859A (en) * | 2016-04-23 | 2016-08-03 | 刘兰花 | Device for forming inserted and buckled type V-shaped piles |
CN105862807A (en) * | 2016-04-23 | 2016-08-17 | 刘兰花 | Locking and buckling V-shaped pile forming device |
CN105887832A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Fore shaft V-shaped pile forming device |
-
2016
- 2016-04-23 CN CN201610254087.4A patent/CN105862806A/en not_active Withdrawn
Patent Citations (9)
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JP2008175039A (en) * | 2007-01-22 | 2008-07-31 | Yasuyuki Yamamoto | Method of driving both steel pipe pile and soil cement pile |
CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
CN104727314A (en) * | 2015-04-12 | 2015-06-24 | 张永忠 | Rectangular stirring drilling machine |
CN105442560A (en) * | 2015-12-31 | 2016-03-30 | 宋姝娴 | Arc buckling equipment with T-shaped piles and rectangular piles |
CN105507294A (en) * | 2015-12-31 | 2016-04-20 | 刘玉秋 | Equipment for combined work of piles shaped like Greek letter 'pi' and rectangular piles |
CN105821859A (en) * | 2016-04-23 | 2016-08-03 | 刘兰花 | Device for forming inserted and buckled type V-shaped piles |
CN105862807A (en) * | 2016-04-23 | 2016-08-17 | 刘兰花 | Locking and buckling V-shaped pile forming device |
CN105887832A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Fore shaft V-shaped pile forming device |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105821859A (en) * | 2016-04-23 | 2016-08-03 | 刘兰花 | Device for forming inserted and buckled type V-shaped piles |
CN105862807A (en) * | 2016-04-23 | 2016-08-17 | 刘兰花 | Locking and buckling V-shaped pile forming device |
CN105887832A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Fore shaft V-shaped pile forming device |
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Application publication date: 20160817 |