CN106013110A - Manufacturing equipment for double circular arc interlocking pile wall - Google Patents
Manufacturing equipment for double circular arc interlocking pile wall Download PDFInfo
- Publication number
- CN106013110A CN106013110A CN201610449908.XA CN201610449908A CN106013110A CN 106013110 A CN106013110 A CN 106013110A CN 201610449908 A CN201610449908 A CN 201610449908A CN 106013110 A CN106013110 A CN 106013110A
- Authority
- CN
- China
- Prior art keywords
- pile
- recessed
- dise knife
- concrete
- motor
- 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- Withdrawn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
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 239000002689 soil Substances 0.000 claims description 14
- 238000005553 drilling Methods 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 9
- 208000007623 Lordosis Diseases 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 238000004519 manufacturing process Methods 0.000 claims description 7
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 4
- 239000004568 cement Substances 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003756 stirring 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
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
- E02F3/22—Component parts
- E02F3/24—Digging wheels; Digging elements of wheels; Drives for wheels
- E02F3/241—Digging wheels; Digging elements of wheels; Drives for wheels digging wheels
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
- E02F3/22—Component parts
- E02F3/24—Digging wheels; Digging elements of wheels; Drives for wheels
- E02F3/246—Digging wheels; Digging elements of wheels; Drives for wheels drives
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/08—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with digging wheels turning round an axis
-
- 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
- E21B3/00—Rotary drilling
-
- 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
- E02D2200/1607—Shapes round, e.g. circle
- E02D2200/1614—Shapes round, e.g. circle made from single element
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Paleontology (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses manufacturing equipment for a double circular arc interlocking pile wall. A plurality of concrete concave circular piles of which every two are spaced by one cylindrical pile are manufactured; and then two concrete cylindrical piles are separately manufactured at the front part and the rear part within a space between every two concave circular piles by using a cylindrical pile forming machine according to a working mode of the cylindrical pile forming machine, a convex circular arc of the left end of each concrete cylindrical pile at the front part is enabled to be matched with a concave circular arc at the front part of the right end of a left concave circular pile, a convex circular arc of the right end of each concrete cylindrical pile at the front part is enabled to be matched with a concave circular arc at the front part of the left end of a right concave circular pile, a convex circular arc of the left end of each concrete cylindrical pile at the rear part is enabled to be matched with a concave circular arc at the rear part of the right end of the left concave circular pile, and a convex circular arc of the right end of each concrete cylindrical pile at the rear part is enabled to be matched with a concave circular arc at the rear part of the left end of the right concave circular pile, thereby forming a pile wall constructed by mutual interlocking of a plurality of concrete cylindrical piles and the front and rear concrete cylindrical piles between every two concave circular piles. The pile wall is used for soil retaining and leakage prevention of a building foundation.
Description
Technical field
The present invention relates to a kind of pile body and manufacture equipment, the bicircular arcs fore shaft piling wall manufacturing recessed round stake and the mutual fore shaft of cylinder pile used in a kind of building foundation engineering manufactures equipment.
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, at present, be used for keeping off soil in building foundation engineering, the cement-soil pile of antiseepage is all to be formed by multiple concrete cylindricals overlap joint.
Summary of the invention
The invention provides a kind of bicircular arcs fore shaft piling wall manufacture equipment that can manufacture recessed round stake and cylinder pile mutual circular arc fore shaft.
The present invention is achieved through the following technical solutions:
A kind of recessed round stake manufactures equipment, including recessed round stake pile-formation machine and cylinder pile pile-formation machine with the bicircular arcs fore shaft piling wall of cylinder pile mutual circular arc fore shaft.
Recessed round stake pile-formation machine includes following structure: the middle upper portion of steel pipe support is fixed in the lower end of drilling rod one, the middle lower portion of steel pipe support is fixed on the upper end of steel plate support two, the shell middle upper portion of motor two is fixed in the lower end of steel plate support two, the front end output shaft of motor two is fixed with lordosis dise knife post, and the rear end output shaft of motor two is fixed with rear dome tool post；The upper end of steel plate support one is fixed in the left end bottom of steel pipe support, and the shell middle upper portion of motor one is fixed in the lower end of steel plate support one, and the front end output shaft of motor one is fixed with front recessed dise knife post one, and the rear end output shaft of motor one is fixed with rear recessed dise knife post one；The upper end of steel plate support three is fixed in the right-hand member bottom of steel pipe support, and the shell middle upper portion of motor three is fixed in the lower end of steel plate support three, and the front end output shaft of motor three is fixed with front recessed dise knife post two, and the rear end output shaft of motor three is fixed with rear recessed dise knife post two；The side surface of each recessed dise knife post is separately installed with multiple cutter head；The side surface of each dome tool post is provided with multiple cutter head；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section.
Cylinder pile pile-formation machine includes following structure: the upper end of the lower end fixed motor four of drilling rod two, the output shaft of motor four lower end is fixed with drill bit.
The present invention has a following feature:
The present invention can manufacture between the recessed round stake of multiple concrete and the recessed round stake of each two before and after the piling wall of two mutual fore shafts of concrete circular stanchion, for gear soil, the antiseep on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of recessed round stake pile-formation machine；
Fig. 2 is the rearview of recessed round stake pile-formation machine
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the front view of cylinder pile pile-formation machine；
Fig. 5 is the cross-sectional view of recessed round stake and the mutual fore shaft of cylinder pile.
In figure: 1, drilling rod one, 2, steel pipe support, 3, steel plate support one, 4, steel plate support two, 5, steel plate support three, 6, motor one, 7, motor two, 8, motor three, 9, front recessed dise knife post one, 10, lordosis dise knife post, 11, front recessed dise knife post two, 12, cutter head, 13, rear recessed dise knife post one, 14, rear dome tool post, 15, rear recessed dise knife post two, 16, output shaft；21, drilling rod two, 22, motor four, 23, drill bit.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes recessed round stake pile-formation machine and cylinder pile pile-formation machine.
Recessed round stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3；Concrete structure is as follows: the middle upper portion of steel pipe support 2 is fixed in the lower end of drilling rod 1, the middle lower portion of steel pipe support is fixed on the upper end of steel plate support 24, the shell middle upper portion of motor 27 is fixed in the lower end of steel plate support two, the front end output shaft 16 of motor two is fixed with lordosis dise knife post 10, and the rear end output shaft of motor two is fixed with rear dome tool post 14；The upper end of steel plate support 1 is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor 1 is fixed in the lower end of steel plate support one, the front end output shaft 16 of motor one is fixed with front recessed dise knife post 1, and the rear end output shaft of motor one is fixed with rear recessed dise knife post 1；The upper end of steel plate support 35 is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor 38 is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with front recessed dise knife post 2 11, and the rear end output shaft of motor three is fixed with rear recessed dise knife post 2 15；The side surface of each recessed dise knife post is separately installed with multiple cutter head 12；The side surface of each dome tool post is provided with multiple cutter head 12；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section.
Recessed round stake pile-formation machine can work independently, specific works mode is as follows: during work, the position between grouting pump dise knife recessed to left side post and middle dome tool post and between the right recessed dise knife post and middle dome tool post irrigates water under high pressure respectively, motor one drives front recessed dise knife post one and the rotating forward of rear recessed dise knife post one, motor three drives front recessed dise knife post two and the reversion of rear recessed dise knife post two, motor two drives lordosis dise knife post to rotate forward, after motor two drives, dome tool post inverts, front recessed dise knife post one, rear recessed dise knife post one, front recessed dise knife post two, rear recessed dise knife post two and lordosis dise knife post, rear dome tool post in rotation by the soil cutting of its lower end；Left end is cut into concave arc in rotation by front recessed dise knife post one, rear recessed dise knife post one, and right-hand member is cut into concave arc in rotation by front recessed dise knife post two, rear recessed dise knife post two；The soil body machined away is mixed in mud, and water under high pressure constantly fills, and mud constantly flows out from hole, and drilling rod one forms about one two ends during being pressed into downwards and is respectively provided with the hole of concave arc, casting concrete, the formation recessed round stake of concrete in this hole.
Cylinder pile pile-formation machine includes the structure in Fig. 4；Concrete structure is as follows: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and the output shaft of motor four lower end is fixed with drill bit 23.
Cylinder pile pile-formation machine can work independently, specific works mode is as follows: during work, grouting pump irrigates water under high pressure to drill bit, motor four drives bit, drill bit in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, and water under high pressure constantly fills, and mud constantly flows out from hole, drilling rod two forms circular hole during being pressed into, casting concrete, formation concrete circular stanchion in this circular hole.
The dome arc of cylinder pile coincide with the concave arc at two ends, recessed round stake left and right.
Recessed round stake pile-formation machine is as follows with cylinder pile pile-formation machine associated working process: first in the original position needing pile axis, a recessed round stake of concrete is manufactured according to the working method of above-mentioned recessed round stake pile-formation machine with recessed round stake pile-formation machine, at this, the right side of recessed round stake, the distance of one cylinder pile in interval remanufacture second recessed round stake of concrete, so manufacture the recessed round stake of multiple concrete of one the cylinder pile distance in multiple intervals；nullWhen the concrete strength of the recessed round stake on both sides reaches a timing，Front and rear in spacing between the recessed round stake of each two again、A concrete circular stanchion is manufactured respectively according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine，The dome arc making anterior concrete circular stanchion left end is fit to the concave arc that the recessed round stake right-hand member in the left side is anterior、The dome arc of anterior concrete circular stanchion right-hand member is fit to the concave arc that the right recessed round stake left end of concrete is anterior，The dome arc making rear portion concrete circular stanchion left end is fit to the concave arc at recessed round stake right-hand member rear portion, the left side、The dome arc of rear portion concrete circular stanchion right-hand member is fit to the concave arc at the recessed round stake left end rear portion of concrete, the right，The piling wall of two mutual fore shafts of concrete circular stanchion before and after being thusly-formed between the recessed round stake of multiple concrete and the recessed round stake of each two，Gear soil for building basis、Antiseep.
Claims (1)
1. bicircular arcs fore shaft piling wall manufactures an equipment, including recessed round stake pile-formation machine and cylinder pile pile-formation machine, it is characterised in that:
The concrete structure of described recessed round stake pile-formation machine includes: the middle upper portion of steel pipe support (2) is fixed in the lower end of drilling rod one (1), the middle lower portion of steel pipe support is fixed on the upper end of steel plate support two (4), the shell middle upper portion of motor two (7) is fixed in the lower end of steel plate support two, the front end output shaft (16) of motor two is fixed with lordosis dise knife post (10), and the rear end output shaft of motor two is fixed with rear dome tool post (14)；The upper end of steel plate support one (3) is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor one (6) is fixed in the lower end of steel plate support one, the front end output shaft (16) of motor one is fixed with front recessed dise knife post one (9), and the rear end output shaft of motor one is fixed with rear recessed dise knife post one (13)；The upper end of steel plate support three (5) is fixed in the right-hand member bottom of steel pipe support, the shell middle upper portion of motor three (8) is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with front recessed dise knife post two (11), and the rear end output shaft of motor three is fixed with rear recessed dise knife post two (15)；The side surface of each recessed dise knife post is separately installed with multiple cutter head (12)；The side surface of each dome tool post is provided with multiple cutter head (12)；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section；
The working method of described recessed round stake pile-formation machine: during work, the position between grouting pump dise knife recessed to left side post and middle dome tool post and between the right recessed dise knife post and middle dome tool post irrigates water under high pressure respectively, motor one drives front recessed dise knife post one and the rotating forward of rear recessed dise knife post one, motor three drives front recessed dise knife post two and the reversion of rear recessed dise knife post two, motor two drives lordosis dise knife post to rotate forward, after motor two drives, dome tool post inverts, front recessed dise knife post one, rear recessed dise knife post one, front recessed dise knife post two, rear recessed dise knife post two and lordosis dise knife post, rear dome tool post in rotation by the soil cutting of its lower end；Left end is cut into concave arc in rotation by front recessed dise knife post one, rear recessed dise knife post one, and right-hand member is cut into concave arc in rotation by front recessed dise knife post two, rear recessed dise knife post two；The soil body machined away is mixed in mud, and water under high pressure constantly fills, and mud constantly flows out from hole, and drilling rod one forms about one two ends during being pressed into downwards and is respectively provided with the hole of concave arc, casting concrete, the formation recessed round stake of concrete in this hole；
The concrete structure of described cylinder pile pile-formation machine includes: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and the output shaft of motor four lower end is fixed with drill bit 23；
Described cylinder pile pile-formation machine working method: during work, grouting pump irrigates water under high pressure to drill bit, motor four drives bit, drill bit in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, water under high pressure constantly fills, mud constantly flows out from hole, and drilling rod two forms circular hole during being pressed into, casting concrete, formation concrete circular stanchion in this circular hole；
Described recessed round stake pile-formation machine and cylinder pile pile-formation machine associated working process: in the original position needing pile axis, a recessed round stake of concrete is manufactured according to the working method of above-mentioned recessed round stake pile-formation machine with recessed round stake pile-formation machine, at this, the right side of recessed round stake, the distance of one cylinder pile in interval remanufacture second recessed round stake of concrete, so manufacture the recessed round stake of multiple concrete of one the cylinder pile distance in multiple intervals；nullWhen the concrete strength of the recessed round stake on both sides reaches a timing，Front and rear in spacing between the recessed round stake of each two again、A concrete circular stanchion is manufactured respectively according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine，The dome arc making anterior concrete circular stanchion left end is fit to the concave arc that the recessed round stake right-hand member in the left side is anterior、The dome arc of anterior concrete circular stanchion right-hand member is fit to the concave arc that the right recessed round stake left end of concrete is anterior，The dome arc making rear portion concrete circular stanchion left end is fit to the concave arc at recessed round stake right-hand member rear portion, the left side、The dome arc of rear portion concrete circular stanchion right-hand member is fit to the concave arc at the recessed round stake left end rear portion of concrete, the right，The piling wall of two mutual fore shafts of concrete circular stanchion before and after being thusly-formed between the recessed round stake of multiple concrete and the recessed round stake of each two，Gear soil for building basis、Antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449908.XA CN106013110A (en) | 2016-06-22 | 2016-06-22 | Manufacturing equipment for double circular arc interlocking pile wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449908.XA CN106013110A (en) | 2016-06-22 | 2016-06-22 | Manufacturing equipment for double circular arc interlocking pile wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106013110A true CN106013110A (en) | 2016-10-12 |
Family
ID=57086370
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610449908.XA Withdrawn CN106013110A (en) | 2016-06-22 | 2016-06-22 | Manufacturing equipment for double circular arc interlocking pile wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106013110A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948396A (en) * | 2017-04-24 | 2017-07-14 | 姜西忠 | The method of construction of oval underground retaining wall |
| CN107090826A (en) * | 2017-06-20 | 2017-08-25 | 慕乾喜 | A kind of method of water retaining structure foundation anti-seepage |
-
2016
- 2016-06-22 CN CN201610449908.XA patent/CN106013110A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948396A (en) * | 2017-04-24 | 2017-07-14 | 姜西忠 | The method of construction of oval underground retaining wall |
| CN107090826A (en) * | 2017-06-20 | 2017-08-25 | 慕乾喜 | A kind of method of water retaining structure foundation anti-seepage |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20161012 |
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| WW01 | Invention patent application withdrawn after publication |