CN105421436A - Pile forming machine for rectangular plug-in T-shaped piles - Google Patents
Pile forming machine for rectangular plug-in T-shaped piles Download PDFInfo
- Publication number
- CN105421436A CN105421436A CN201511014478.0A CN201511014478A CN105421436A CN 105421436 A CN105421436 A CN 105421436A CN 201511014478 A CN201511014478 A CN 201511014478A CN 105421436 A CN105421436 A CN 105421436A
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- CN
- China
- Prior art keywords
- dynamic equipment
- eye
- fixed
- plug
- splice
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 claims abstract description 12
- 238000003756 stirring Methods 0.000 claims description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 238000005553 drilling Methods 0.000 claims description 9
- 239000002689 soil Substances 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 4
- 230000005484 gravity Effects 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 230000001360 synchronised effect Effects 0.000 claims description 2
- 238000005516 engineering process Methods 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
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a pile forming machine for rectangular plug-in T-shaped pile. In a downward pressing process by a supporting rod, a T-shaped hole with a rectangular plug at the left end and a rectangular rabbet at the right end is formed, and concrete is poured into the hole to form a T-shaped plug-in pile with the rectangular plug at the left end and the rectangular rabbet at the right end; at the right side of the plug-in pile, a second concrete T-shaped plug-in pile is re-manufactured by the spacing distance of one plug-in pile, so that a plurality of concrete T-shaped plug-in piles which are spaced by the distance of one plug-in pile are manufactured; when concrete strength of the concrete plug-in piles at the two sides reaches a certain value, a hole is manufactured within the distance between every two plug-in piles again, and the concrete is poured into the hole to form the T-shaped plug-in pile, so that the rectangular plug at the left end of the middle plug-in pile is inserted into the rectangular rabbet at the right end of the left plug-in pile, and the rectangular rabbet at the right end of the middle plug-in pile is inserted into the outside of the rectangular plug at the left end of the right plug-in pile, and therefore, a plurality of concrete T-shaped plug-in piles which are connected in a mutual rectangular plug-in mode are formed; and the concrete T-shaped plug-in piles are used for earth retaining and leakage preventing of a building foundation.
Description
Technical field
The present invention relates to a kind of pile forming machine, the rectangle eye-splice T-shaped stake pile forming machine particularly used in a kind of building foundation engineering.
Background technology
Cement-soil pile forming machine is by the multiple drill bit rotational of power drive, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, the rectangle eye-splice T-shaped stake pile forming machine used in building foundation engineering can only manufacture the T-shaped cement-soil pile of mutual eye-splice.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of rectangle eye-splice T-shaped stake pile forming machine that can manufacture the mutual rectangle eye-splice of T-shaped concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of rectangle eye-splice T-shaped stake pile forming machine, the front end of cross bar two is fixed on the centre of cross bar one, is formed a T steel structure thus, and the center of gravity of T steel structure is fixed in the lower end of support bar; The middle lower end of cross bar one is fixed with column three, the lower end of column three is fixed with motor, the lower end of motor is fixed with dynamic equipment three, the left end bottom of cross bar one is fixed with column one, the lower end of column one is fixed with dynamic equipment one, and the right-hand member bottom of cross bar one is fixed with column two, and the lower end of column two is fixed with dynamic equipment two, the rear end lower of cross bar two is fixed with column four, and the lower end of column four is fixed with dynamic equipment four; The lower end of dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; A rotating shaft one is respectively equipped with between dynamic equipment three and dynamic equipment one, between dynamic equipment three and dynamic equipment two, between dynamic equipment three and dynamic equipment four, a linking arm is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each linking arm is fixed one respectively and stirred arm one; The right-hand member rear portion of dynamic equipment two and right-hand member front portion export a rotating shaft two respectively, and each rotating shaft two right-hand member fixes a rectangle cutter respectively; The left end of dynamic equipment one exports a rotating shaft three, and the both sides of rotating shaft three are fixed one respectively and stirred arm two.
The present invention has following feature:
The present invention can manufacture the T-shaped concrete interposing buckle pile of multiple mutual rectangle eye-splice, for gear soil, the antiseep of building foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is structural representation of the present invention;
Fig. 2 is A-A view of Fig. 1;
Fig. 3 is B-B direction view of Fig. 1;
Fig. 4 is C-C direction view of Fig. 1;
Fig. 5 is the rectangle eye-splice figure of multiple T-shaped eye-splice stake.
In figure: 1, support bar, 2, motor, 3, dynamic equipment three, 4, dynamic equipment one, 5, dynamic equipment two, 6, cross bar one, 7, column three, 8, rotating shaft one, 9, stir arm one, 10, column one, 11, column two, 12, drilling rod, 13, drill bit, 14, rotating shaft two, 15, rectangle cutter, 16, linking arm, 17, cross bar two, 18, column four, 19, dynamic equipment four, 20, rotating shaft three, 21, stir arm two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and the front end of this embodiment cross bar 2 17 is fixed on the centre of cross bar 1, is formed a T steel structure thus, and the center of gravity of T steel structure is fixed in the lower end of support bar 1; The middle lower end of cross bar one is fixed with column 37, the lower end of column three is fixed with motor 2, the lower end of motor is fixed with dynamic equipment 33, the left end bottom of cross bar one is fixed with column 1, the lower end of column one is fixed with dynamic equipment 1, and the right-hand member bottom of cross bar one is fixed with column 2 11, and the lower end of column two is fixed with dynamic equipment 25, the rear end lower of cross bar two is fixed with column 4 18, and the lower end of column four is fixed with dynamic equipment 4 19; The lower end of dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; A rotating shaft 1 is respectively equipped with between dynamic equipment three and dynamic equipment one, between dynamic equipment three and dynamic equipment two, between dynamic equipment three and dynamic equipment four, a linking arm 16 is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each linking arm is fixed one respectively and stirred arm 1; The right-hand member rear portion of dynamic equipment two and right-hand member front portion export a rotating shaft 2 14 respectively, and each rotating shaft two right-hand member fixes a rectangle cutter 15 respectively; The left end of dynamic equipment one exports a rotating shaft 3 20, and the both sides of rotating shaft three are fixed one respectively and stirred arm 2 21.
The arm one that stirs in three rotating shafts one differs certain angle in rotation, is independent of each other mutually in rotation.
The present invention is also provided with spray pump, during work, spray pump is to each drill bit inject high pressure water respectively, motor drives dynamic equipment three to operate, dynamic equipment three operates respectively by the rotating drive dynamic equipment one of left and right, rear three rotating shafts one, dynamic equipment two, dynamic equipment four in operation process, dynamic equipment two drives the relative synchronous axial system of rotating shaft two of the rotating shaft two at right-hand member rear portion and right-hand member front portion respectively in operation process, and dynamic equipment one drives rotating shaft three rotation of its left end in operation process, dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts and stirs into mud with water by four drill bits in rotation, three rotating shafts one drive two linking arms in each rotating shaft one to drive respectively and stir arm one rotation around the shaft in rotation, stir arm one, in rotation process, the part earth cutting being less than bit diameter between every two drill bits is stirred into mud with water, mud flows out from hole, become T-shaped cement earth pile thus, the rectangle swivel of two rotating shafts two in rotation in difference drive shaft two moves, the soil cutting of the termination of right part and water are stirred into mud by rectangle cutter in rotation, mud flows out orthogonal tongue and groove from hole, rotating shaft three stirs arm two rotation in rotation in drive shaft three, stir arm two, in rotation, the soil cutting of the termination of left part and water are stirred into mud, mud flows out orthogonal plug from hole, the rectangle tongue and groove of right part and the rectangular insert of left part match, support bar is compressed into process and is formed left end with rectangular insert, right-hand member with the T-shaped hole of rectangle tongue and groove downwards, concreting in this hole, a left end with rectangular insert, right-hand member with the T-shaped eye-splice stake of rectangle tongue and groove, on the right side of this eye-splice stake, the distance of the eye-splice stake in interval manufactures second concrete T-shaped eye-splice stake again, so manufacture one, multiple interval eye-splice pilespacing from multiple concrete T-shaped eye-splice stakes, when concrete strength Deng the concrete interposing buckle pile to both sides reaches certain numerical value, a hole is manufactured in spacing again between every two eye-splice stakes, in this hole, concreting forms T-shaped eye-splice stake, the rectangle tongue and groove so just forming eye-splice stake right-hand member in the rectangle tongue and groove of the eye-splice stake right-hand member on the rectangular insert insertion left side of middle eye-splice stake left end, middle is inserted in outside the rectangular insert of the right eye-splice stake left end, the concrete T-shaped eye-splice stake of the multiple mutual rectangle eye-splice of formation like this, for gear soil, the antiseep of building foundation.
Claims (1)
1. a rectangle eye-splice T-shaped stake pile forming machine, the front end of cross bar 2 17 is fixed on the centre of cross bar 1, is formed a T steel structure thus, and the center of gravity of T steel structure is fixed in the lower end of support bar 1, the middle lower end of cross bar one is fixed with column 37, the lower end of column three is fixed with motor 2, the lower end of motor is fixed with dynamic equipment 33, the left end bottom of cross bar one is fixed with column 1, the lower end of column one is fixed with dynamic equipment 1, and the right-hand member bottom of cross bar one is fixed with column 2 11, and the lower end of column two is fixed with dynamic equipment 25, the rear end lower of cross bar two is fixed with column 4 18, and the lower end of column four is fixed with dynamic equipment 4 19, the lower end of dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13, a rotating shaft 1 is respectively equipped with between dynamic equipment three and dynamic equipment one, between dynamic equipment three and dynamic equipment two, between dynamic equipment three and dynamic equipment four, a linking arm 16 is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each linking arm is fixed one respectively and stirred arm 1, the right-hand member rear portion of dynamic equipment two and right-hand member front portion export a rotating shaft 2 14 respectively, and each rotating shaft two right-hand member fixes a rectangle cutter 15 respectively, the left end of dynamic equipment one exports a rotating shaft 3 20, and the both sides of rotating shaft three are fixed one respectively and stirred arm 2 21, it is characterized in that: during pile forming machine work, spray pump is to each drill bit inject high pressure water respectively, motor drives dynamic equipment three to operate, dynamic equipment three operates respectively by the rotating drive dynamic equipment one of left and right, rear three rotating shafts one, dynamic equipment two, dynamic equipment four in operation process, dynamic equipment two drives the relative synchronous axial system of rotating shaft two of the rotating shaft two at right-hand member rear portion and right-hand member front portion respectively in operation process, and dynamic equipment one drives rotating shaft three rotation of its left end in operation process, dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts and stirs into mud with water by four drill bits in rotation, three rotating shafts one drive two linking arms in each rotating shaft one to drive respectively and stir arm one rotation around the shaft in rotation, stir arm one, in rotation process, the part earth cutting being less than bit diameter between every two drill bits is stirred into mud with water, mud flows out from hole, become T-shaped cement earth pile thus, the rectangle swivel of two rotating shafts two in rotation in difference drive shaft two moves, the soil cutting of the termination of right part and water are stirred into mud by rectangle cutter in rotation, mud flows out orthogonal tongue and groove from hole, rotating shaft three stirs arm two rotation in rotation in drive shaft three, stir arm two, in rotation, the soil cutting of the termination of left part and water are stirred into mud, mud flows out orthogonal plug from hole, the rectangle tongue and groove of right part and the rectangular insert of left part match, support bar is compressed into process and is formed left end with rectangular insert, right-hand member with the T-shaped hole of rectangle tongue and groove downwards, concreting in this hole, a left end with rectangular insert, right-hand member with the T-shaped eye-splice stake of rectangle tongue and groove, on the right side of this eye-splice stake, the distance of the eye-splice stake in interval manufactures second concrete T-shaped eye-splice stake again, so manufacture one, multiple interval eye-splice pilespacing from multiple concrete T-shaped eye-splice stakes, when concrete strength Deng the concrete interposing buckle pile to both sides reaches certain numerical value, a hole is manufactured in spacing again between every two eye-splice stakes, in this hole, concreting forms T-shaped eye-splice stake, the rectangle tongue and groove so just forming eye-splice stake right-hand member in the rectangle tongue and groove of the eye-splice stake right-hand member on the rectangular insert insertion left side of middle eye-splice stake left end, middle is inserted in outside the rectangular insert of the right eye-splice stake left end, the concrete T-shaped eye-splice stake of the multiple mutual rectangle eye-splice of formation like this, for gear soil, the antiseep of building foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511014478.0A CN105421436A (en) | 2015-12-31 | 2015-12-31 | Pile forming machine for rectangular plug-in T-shaped piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511014478.0A CN105421436A (en) | 2015-12-31 | 2015-12-31 | Pile forming machine for rectangular plug-in T-shaped piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105421436A true CN105421436A (en) | 2016-03-23 |
Family
ID=55499947
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511014478.0A Pending CN105421436A (en) | 2015-12-31 | 2015-12-31 | Pile forming machine for rectangular plug-in T-shaped piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105421436A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544523A (en) * | 2015-12-31 | 2016-05-04 | 宗超 | Rectangular inserting-buckling T-shaped pile forming machine |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105019446A (en) * | 2015-08-09 | 2015-11-04 | 宋姝娴 | Using method of round-head T-shaped pile manufacturing equipment |
| CN105064345A (en) * | 2015-08-09 | 2015-11-18 | 张永忠 | Using method for trapezoid stirring pile forming machine |
| CN105421437A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Pile forming machine for T-shaped piles in rectangular eye-splice |
| CN105544523A (en) * | 2015-12-31 | 2016-05-04 | 宗超 | Rectangular inserting-buckling T-shaped pile forming machine |
-
2015
- 2015-12-31 CN CN201511014478.0A patent/CN105421436A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105019446A (en) * | 2015-08-09 | 2015-11-04 | 宋姝娴 | Using method of round-head T-shaped pile manufacturing equipment |
| CN105064345A (en) * | 2015-08-09 | 2015-11-18 | 张永忠 | Using method for trapezoid stirring pile forming machine |
| CN105421437A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Pile forming machine for T-shaped piles in rectangular eye-splice |
| CN105544523A (en) * | 2015-12-31 | 2016-05-04 | 宗超 | Rectangular inserting-buckling T-shaped pile forming machine |
Non-Patent Citations (1)
| Title |
|---|
| 刘古岷等: "《桩工机械》", 30 May 2001, 机械工业出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544523A (en) * | 2015-12-31 | 2016-05-04 | 宗超 | Rectangular inserting-buckling T-shaped pile forming machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160323 |
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| RJ01 | Rejection of invention patent application after publication |