CN105507297A - Rectangular socket pile forming machine - Google Patents
Rectangular socket pile forming machine Download PDFInfo
- Publication number
- CN105507297A CN105507297A CN201511012575.6A CN201511012575A CN105507297A CN 105507297 A CN105507297 A CN 105507297A CN 201511012575 A CN201511012575 A CN 201511012575A CN 105507297 A CN105507297 A CN 105507297A
- Authority
- CN
- China
- Prior art keywords
- driver
- socket
- driving shaft
- hand member
- stake
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 239000002689 soil Substances 0.000 claims abstract description 10
- 238000000034 method Methods 0.000 claims abstract description 9
- 238000005553 drilling Methods 0.000 claims description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 238000003756 stirring Methods 0.000 claims description 4
- 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
- 230000002265 prevention Effects 0.000 abstract 1
- 239000004568 cement Substances 0.000 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
- 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
- E02D2200/1635—Shapes rectangular made from single element
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
Provided is a rectangular socket pile forming machine. A hole with a rectangular plug at the left end and a rectangular groove in the right end is formed in a main drill stem in the downward pressing process, a socket pile with the rectangular plug at the left end and the rectangular groove in the right end is formed after concrete is poured into the hole, a second concrete socket pile is then manufactured on the right side of the socket pile at an interval of one socket pile, and in this way, a plurality of concrete socket piles at intervals of one socket pipe are manufactured; a hole is formed in the interval between every two adjacent socket piles when the concrete strength of the concrete socket piles on the two sides reaches a certain numerical value, the socket pile is formed after concrete is poured into the hole, and in this way, a plurality of concrete socket piles with rectangular sockets are formed and used for soil blockage and leakage prevention of building foundations.
Description
Technical field
The present invention relates to a kind of pile forming machine, the rectangular receptacle stake pile forming machine particularly used in a kind of building foundation engineering.
Background technology
Soil-cement rig is, by the rotation of drill bit, soil cutting and cement paste are stirred pile, and at present, the rectangular receptacle stake pile forming machine used in building foundation engineering can only manufacture the cement-soil pile of mutual socket.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of rectangular receptacle stake pile forming machine that can manufacture the mutual rectangular receptacle of concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of rectangular receptacle stake pile forming machine, motor upper end is fixed in main drilling rod lower end, and driver three upper end is fixed in motor lower end; Main drilling rod bottom left end is fixed with transverse arm one, the left end bottom of transverse arm one is fixed with armstand one, and the lower end of armstand one is fixed with driver one, and main drilling rod bottom right-hand member is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with armstand two, and the lower end of armstand two is fixed with driver two; The lower end of driver one, driver two, driver three is respectively equipped with a point of drilling rod, and the lower end of each point of drilling rod is respectively equipped with a drill bit; Be respectively equipped with a driving shaft one between driver three and driver one, between driver three and driver two, a link arm is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each link arm fixes a beater arm one respectively; The right-hand member rear portion of driver two and right-hand member front portion export a driving shaft two respectively, and the right-hand member of each driving shaft two fixes a rectangle cutter respectively; The left end of driver one exports a driving shaft three, and a beater arm two is fixed on the both sides of driving shaft three respectively; The rectangular insert that the rectangle tongue and groove formed when two rectangle cuttves of right-hand member work and the beater arm two of left end are formed when working matches.
The present invention has following feature:
The present invention can manufacture the Rectangular Concrete socket stake of multiple mutual socket, 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 the socket figure of multiple rectangular receptacle stake.
In figure: 1, main drilling rod, 2, motor, 3, driver three, 4, driver one, 5, driver two, 6, transverse arm one, 7, transverse arm two, 8, driving shaft one, 9, beater arm one, 10, armstand one, 11, armstand two, 12, point drilling rod, 13, drill bit, 14, driving shaft two, 15, rectangle cutter, 16, link arm, 17, driving shaft three, 18, beater arm two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and motor 2 upper end is fixed in this embodiment main drilling rod 1 lower end, and driver 33 upper end is fixed in motor lower end; Main drilling rod bottom left end is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with armstand 1, and the lower end of armstand one is fixed with driver 1, and main drilling rod bottom right-hand member is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with armstand 2 11, and the lower end of armstand two is fixed with driver 25; The lower end of driver one, driver two, driver three is respectively equipped with a point of drilling rod 12, and the lower end of each point of drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a driving shaft 1 between driver three and driver one, between driver three and driver two, a link arm 16 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each link arm fixes a beater arm 1 respectively; The right-hand member rear portion of driver two and right-hand member front portion export a driving shaft 2 14 respectively, and the right-hand member of each driving shaft two fixes a rectangle cutter 15 respectively; The left end of driver one exports a driving shaft three, and a beater arm two is fixed on the both sides of driving shaft three respectively; The rectangular insert that the rectangle tongue and groove formed when two rectangle cuttves of right-hand member work and the beater arm two of left end are formed when working matches.
The present invention is also provided with grouting pump, during work, grouting pump injects water under high pressure respectively to each drill bit, motor drives driver three to operate, driver three drives driver one, driver two running respectively by the rotation of two driving shafts one in left and right in operation process, and driver two drives the relative synchronous axial system of driving shaft two of the driving shaft two at right-hand member rear portion and right-hand member front portion respectively in operation process, the on-stream driving driving shaft three of driver one rotates, driver one, driver two, driver three drive drill bit rotational respectively by point drilling rod of its lower end, and the earth of its lower end cuts and stirs into mud with water by three drill bits in rotation, two driving shafts one drive two link arms on each driving shaft one to drive beater arm one around driving shaft one rotation respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts and stirs into mud with water by beater arm one in rotation process, two driving shafts two drive the rectangle swivel on driving shaft two to move respectively in rotation, the soil cutting of the termination of right part and water are stirred into mud by rectangle cutter in rotation, orthogonal tongue and groove thus, driving shaft three drives beater arm two rotation on driving shaft three in rotation, the soil cutting of the termination of left part and water are stirred into mud by beater arm two in rotation, orthogonal plug thus, mud flows out from hole, the rectangle tongue and groove of right part and the rectangular insert of left part match, main drilling rod is compressed into process and is formed left end with rectangular insert, right-hand member with the hole of rectangle tongue and groove downwards, concreting in this hole, a left end with rectangular insert, right-hand member with the socket stake of rectangle tongue and groove, on the right side of this socket stake, the distance of the socket stake in interval manufactures the stake of second concrete socket again, so manufacture one, multiple interval socket pilespacing from the stake of multiple concrete socket, when concrete strength Deng the concrete socket stake to both sides reaches certain numerical value, a hole is manufactured in spacing again between every two socket stakes, in this hole, concreting forms socket stake, the rectangle tongue and groove so just forming socket stake right-hand member in the rectangle tongue and groove of the socket stake right-hand member on the rectangular insert insertion left side of middle socket stake left end, middle is inserted in outside the rectangular insert of the right socket stake left end, the concrete socket stake of the multiple mutual rectangular receptacle of formation like this, for gear soil, the antiseep of building foundation.
Claims (1)
1. a rectangular receptacle stake pile forming machine, motor 2 upper end is fixed in main drilling rod 1 lower end, and driver 33 upper end is fixed in motor lower end, main drilling rod bottom left end is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with armstand 1, and the lower end of armstand one is fixed with driver 1, and main drilling rod bottom right-hand member is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with armstand 2 11, and the lower end of armstand two is fixed with driver 25, the lower end of driver one, driver two, driver three is respectively equipped with a point of drilling rod 12, and the lower end of each point of drilling rod is respectively equipped with a drill bit 13, be respectively equipped with a driving shaft 1 between driver three and driver one, between driver three and driver two, a link arm 16 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each link arm fixes a beater arm 1 respectively, the right-hand member rear portion of driver two and right-hand member front portion export a driving shaft 2 14 respectively, and the right-hand member of each driving shaft two fixes a rectangle cutter 15 respectively, the left end of driver one exports a driving shaft three, and a beater arm two is fixed on the both sides of driving shaft three respectively, it is characterized in that: during pile forming machine work, grouting pump injects water under high pressure respectively to each drill bit, motor drives driver three to operate, driver three drives driver one, driver two running respectively by the rotation of two driving shafts one in left and right in operation process, and driver two drives the relative synchronous axial system of driving shaft two of the driving shaft two at right-hand member rear portion and right-hand member front portion respectively in operation process, the on-stream driving driving shaft three of driver one rotates, driver one, driver two, driver three drive drill bit rotational respectively by point drilling rod of its lower end, and the earth of its lower end cuts and stirs into mud with water by three drill bits in rotation, two driving shafts one drive two link arms on each driving shaft one to drive beater arm one around driving shaft one rotation respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts and stirs into mud with water by beater arm one in rotation process, two driving shafts two drive the rectangle swivel on driving shaft two to move respectively in rotation, the soil cutting of the termination of right part and water are stirred into mud by rectangle cutter in rotation, orthogonal tongue and groove thus, driving shaft three drives beater arm two rotation on driving shaft three in rotation, the soil cutting of the termination of left part and water are stirred into mud by beater arm two in rotation, orthogonal plug thus, mud flows out from hole, the rectangle tongue and groove of right part and the rectangular insert of left part match, main drilling rod is compressed into process and is formed left end with rectangular insert, right-hand member with the hole of rectangle tongue and groove downwards, concreting in this hole, a left end with rectangular insert, right-hand member with the socket stake of rectangle tongue and groove, on the right side of this socket stake, the distance of the socket stake in interval manufactures the stake of second concrete socket again, so manufacture one, multiple interval socket pilespacing from the stake of multiple concrete socket, when concrete strength Deng the concrete socket stake to both sides reaches certain numerical value, a hole is manufactured in spacing again between every two socket stakes, in this hole, concreting forms socket stake, the rectangle tongue and groove so just forming socket stake right-hand member in the rectangle tongue and groove of the socket stake right-hand member on the rectangular insert insertion left side of middle socket stake left end, middle is inserted in outside the rectangular insert of the right socket stake left end, the concrete socket stake of the multiple mutual rectangular receptacle of formation like this, for gear soil, the antiseep of building foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012575.6A CN105507297A (en) | 2015-12-31 | 2015-12-31 | Rectangular socket pile forming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012575.6A CN105507297A (en) | 2015-12-31 | 2015-12-31 | Rectangular socket pile forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105507297A true CN105507297A (en) | 2016-04-20 |
Family
ID=55715574
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012575.6A Withdrawn CN105507297A (en) | 2015-12-31 | 2015-12-31 | Rectangular socket pile forming machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105507297A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625310A (en) * | 2015-12-31 | 2016-06-01 | 卢兴耐 | Rectangular spigot pile forming machine |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105002899A (en) * | 2015-08-09 | 2015-10-28 | 朱艳菊 | Application method of H-shaped mixing pile equipment |
-
2015
- 2015-12-31 CN CN201511012575.6A patent/CN105507297A/en not_active Withdrawn
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105002899A (en) * | 2015-08-09 | 2015-10-28 | 朱艳菊 | Application method of H-shaped mixing pile equipment |
Non-Patent Citations (1)
| Title |
|---|
| 刘古岷: "《桩工机械》", 31 May 2001 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625310A (en) * | 2015-12-31 | 2016-06-01 | 卢兴耐 | Rectangular spigot 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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160420 |
|
| WW01 | Invention patent application withdrawn after publication |