CN105887847A - Y-shaped locking pile wall forming equipment - Google Patents
Y-shaped locking pile wall forming equipment Download PDFInfo
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- CN105887847A CN105887847A CN201610296260.7A CN201610296260A CN105887847A CN 105887847 A CN105887847 A CN 105887847A CN 201610296260 A CN201610296260 A CN 201610296260A CN 105887847 A CN105887847 A CN 105887847A
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- 239000002689 soil Substances 0.000 claims abstract description 62
- 238000004519 manufacturing process Methods 0.000 claims abstract description 16
- 239000004568 cement Substances 0.000 claims description 46
- 238000005755 formation reaction Methods 0.000 claims description 46
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 238000005553 drilling Methods 0.000 claims description 14
- 239000011083 cement mortar Substances 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 4
- 239000011440 grout Substances 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 4
- 239000007924 injection Substances 0.000 claims description 4
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- 238000005266 casting Methods 0.000 claims description 2
- 101700078171 KNTC1 Proteins 0.000 description 1
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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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- 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 DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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 DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for 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
- E02D2200/165—Shapes polygonal
-
- 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
- E02D2200/1685—Shapes cylindrical
Abstract
Provided is Y-shaped locking pile wall forming equipment. A plurality of cemented soil cylinder piles arranged at the interval of one concave round pile are manufactured; a cemented soil concave round pile is manufactured within the interval between every two adjacent cylinder piles through a concave round pile forming machine according to the working mode of the concave round pile forming machine to manufacture the cemented soil pile; a concrete concave round pile is manufactured on the front portion of each of the cylinder piles of an odd number through the concave round pile forming machine according to the working mode of the concave round pile forming machine to manufacture the concrete pile; and a concrete concave round pile is manufactured on the rear portion of each of the cylinder piles of an even number through the concave round pile forming machine according to the working mode of the concave round pile forming machine to manufacture the concrete pile. In this way, a Y-shaped locking pile wall formed by locking the multiple cemented soil cylinder piles, the cemented soil concave round piles between the adjacent cemented soil cylinder piles, the concrete concave round piles on the front portions of the cemented soil cylinder piles of the odd number and the concrete concave round piles on the rear portions of the cemented soil cylinder piles of the even number is formed and used for retaining earth and preventing leakage of building foundations.
Description
Technical field
The present invention relates to a kind of one-tenth wall equipment, in a kind of building foundation engineering, recessed round stake circular arc mutual with the cylinder pile sealed piling wall of sealed formation Y shape of use becomes wall 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 soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of recessed round stake circular arc mutual with cylinder pile sealed piling wall of sealed formation Y shape become wall equipment.
The present invention is achieved through the following technical solutions:
A kind of sealed piling wall of Y shape becomes wall equipment, including recessed round stake pile-formation machine and cylinder pile pile-formation machine.
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 first half dome tool post, and the rear end output shaft of motor two is fixed with later half dome tool post；The upper end of steel plate support one is fixed in the left end bottom of steel pipe support, the shell middle upper portion of motor one is fixed in the lower end of steel plate support one, the front end output shaft of motor one is fixed with first half recessed dise knife post one, and the rear end output shaft of motor one is fixed with later half 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, the shell middle upper portion of motor three is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with first half recessed dise knife post two, and the rear end output shaft of motor three is fixed with later half recessed dise knife post two；First half recessed dise knife post one and later half recessed dise knife post one form a umbilicate recessed dise knife post, first half recessed dise knife post two and later half recessed dise knife post two and form another umbilicate recessed dise knife post, and the side surface of each recessed dise knife post is separately installed with multiple cutter head；First half dome tool post and later half dome tool post form the dome tool post that a centre is convex, and the side surface of 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 the anterior recessed round stake of concrete of the recessed round stake of the soil cement between multiple soil cement cylinder pile and adjacent soil cement cylinder pile and odd number soil cement cylinder pile, the recessed round stake of concrete at even number soil cement cylinder pile rear portion is mutually locked the sealed piling wall of Y shape formed, 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 recessed round stake and cylinder pile is mutually locked the cross-sectional view of the sealed piling wall of Y shape formed.
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, first half recessed dise knife post one, 10, first half dome tool post, 11, first half recessed dise knife post two, 12, cutter head, 13, later half recessed dise knife post one, 14, later half dome tool post, 15, later half 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 first half dome tool post 10, and the rear end output shaft of motor two is fixed with later half 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 first half recessed dise knife post 1, and the rear end output shaft of motor one is fixed with later half 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 first half recessed dise knife post 2 11, and the rear end output shaft of motor three is fixed with later half recessed dise knife post 2 15；First half recessed dise knife post one and later half recessed dise knife post one form a umbilicate recessed dise knife post, first half recessed dise knife post two and later half recessed dise knife post two and form another umbilicate recessed dise knife post, and the side surface of each recessed dise knife post is separately installed with multiple cutter head 12；First half dome tool post and later half dome tool post form the dome tool post that a centre is convex, and the side surface of 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 manufactures the working method of cement earth pile: during work, grout injection is distinguished at 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, motor one drives first half recessed dise knife post one and the rotating forward of later half recessed dise knife post one, motor three drives first half recessed dise knife post two and the reversion of later half recessed dise knife post two, motor two drives first half dome tool post to rotate forward, motor two drives later half dome tool post to invert, first half recessed dise knife post one, later half recessed dise knife post one, first half recessed dise knife post two, later half recessed dise knife post two and first half dome tool post, the soil body of its lower end is stirred in rotation by later half dome tool post with cement mortar；Left end is stirred into concave arc in rotation by first half recessed dise knife post one, later half recessed dise knife post one, and right-hand member is stirred into concave arc in rotation by first half recessed dise knife post two, later half recessed dise knife post two；Drilling rod one forms, during being pressed into downwards, the recessed round stake of soil cement that about one two ends are respectively provided with concave arc.
Recessed round stake pile-formation machine manufactures the working method of concrete-pile: 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 first half recessed dise knife post one and the rotating forward of later half recessed dise knife post one, motor three drives first half recessed dise knife post two and the reversion of later half recessed dise knife post two, motor two drives first half dome tool post to rotate forward, motor two drives later half dome tool post to invert, first half recessed dise knife post one, later half recessed dise knife post one, first half recessed dise knife post two, later half recessed dise knife post two and first half dome tool post, later half dome tool post in rotation by the soil cutting of its lower end；Left end is cut into concave arc in rotation by first half recessed dise knife post one, later half recessed dise knife post one, and right-hand member is cut into concave arc in rotation by first half recessed dise knife post two, later half 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 is to drill bit grout injection, motor four drives bit, and the soil cutting of drill bit lower end is stirred in rotary course by drill bit with cement mortar, and drilling rod two forms soil cement cylinder pile during being pressed into.
The dome arc of cylinder pile coincide with the concave arc at two ends, recessed round stake left and right.
nullThe working method that recessed round stake pile-formation machine manufactures the sealed piling wall of Y shape with cylinder pile pile-formation machine is as follows: in the position needing pile，First soil cement cylinder pile is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine，Right lateral side at this cylinder pile、The distance being spaced a recessed round stake manufactures second soil cement cylinder pile，Second cylinder pile forward right side、The distance being spaced a recessed round stake manufactures the 3rd soil cement cylinder pile，The 3rd cylinder pile right lateral side、The distance being spaced a recessed round stake manufactures the 4th soil cement cylinder pile，So manufacture the recessed round pilespacing in one, multiple intervals from soil cement cylinder pile，When the soil cement intensity of the soil cement cylinder pile on both sides reaches a timing，In spacing between two the most adjacent cylinder piles、The working method manufacturing cement earth pile according to above-mentioned recessed round stake pile-formation machine with recessed round stake pile-formation machine manufactures a recessed round stake of soil cement respectively，The concave arc making two ends, each soil cement recessed round stake left and right is fit to the cylindrical of the soil cement cylinder pile at two ends, left and right respectively；In the front portion of odd number cylinder pile, manufacture a recessed round stake of concrete with recessed round stake pile-formation machine respectively according to the working method of above-mentioned recessed round stake pile-formation machine manufacture concrete-pile, make the concave arc of the recessed round stake rear end of concrete of odd number cylinder pile front portion be fit to the cylindrical of this odd number cylinder pile；At the rear portion of even number cylinder pile, manufacture a recessed round stake of concrete with recessed round stake pile-formation machine respectively according to the working method of above-mentioned recessed round stake pile-formation machine manufacture concrete-pile, make the concave arc of the recessed round stake rear end of concrete of even number cylinder pile front portion be fit to the cylindrical of this even number cylinder pile；The anterior recessed round stake of concrete of the recessed round stake of soil cement being thusly-formed between multiple soil cement cylinder pile and adjacent soil cement cylinder pile and odd number soil cement cylinder pile, the recessed round stake of concrete at even number soil cement cylinder pile rear portion are mutually locked the sealed piling wall of Y shape formed, for gear soil, the antiseep on building basis.
Claims (1)
1. the sealed piling wall of Y shape becomes a wall 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 first half dome tool post (10), and the rear end output shaft of motor two is fixed with later half 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 first half recessed dise knife post one (9), and the rear end output shaft of motor one is fixed with later half 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 first half recessed dise knife post two (11), and the rear end output shaft of motor three is fixed with later half recessed dise knife post two (15)；First half recessed dise knife post one and later half recessed dise knife post one form a umbilicate recessed dise knife post, first half recessed dise knife post two and later half recessed dise knife post two and form another umbilicate recessed dise knife post, and the side surface of each recessed dise knife post is separately installed with multiple cutter head (12)；First half dome tool post and later half dome tool post form the dome tool post that a centre is convex, and the side surface of 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；
Described recessed round stake pile-formation machine manufactures the working method of cement earth pile: during work, grout injection is distinguished at 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, motor one drives first half recessed dise knife post one and the rotating forward of later half recessed dise knife post one, motor three drives first half recessed dise knife post two and the reversion of later half recessed dise knife post two, motor two drives first half dome tool post to rotate forward, motor two drives later half dome tool post to invert, first half recessed dise knife post one, later half recessed dise knife post one, first half recessed dise knife post two, later half recessed dise knife post two and first half dome tool post, the soil body of its lower end is stirred in rotation by later half dome tool post with cement mortar；Left end is stirred into concave arc in rotation by first half recessed dise knife post one, later half recessed dise knife post one, and right-hand member is stirred into concave arc in rotation by first half recessed dise knife post two, later half recessed dise knife post two；Drilling rod one forms, during being pressed into downwards, the recessed round stake of soil cement that about one two ends are respectively provided with concave arc；
Described recessed round stake pile-formation machine manufactures the working method of concrete-pile: 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 first half recessed dise knife post one and the rotating forward of later half recessed dise knife post one, motor three drives first half recessed dise knife post two and the reversion of later half recessed dise knife post two, motor two drives first half dome tool post to rotate forward, motor two drives later half dome tool post to invert, first half recessed dise knife post one, later half recessed dise knife post one, first half recessed dise knife post two, later half recessed dise knife post two and first half dome tool post, later half dome tool post in rotation by the soil cutting of its lower end；Left end is cut into concave arc in rotation by first half recessed dise knife post one, later half recessed dise knife post one, and right-hand member is cut into concave arc in rotation by first half recessed dise knife post two, later half 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 drives bit to drill bit grout injection, motor four, the soil cutting of drill bit lower end is stirred in rotary course by drill bit with cement mortar, and drilling rod two forms soil cement cylinder pile during being pressed into；
nullDescribed recessed round stake pile-formation machine manufactures the working method of the sealed piling wall of Y shape with cylinder pile pile-formation machine: in the position needing pile，First soil cement cylinder pile is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine，Right lateral side at this cylinder pile、The distance being spaced a recessed round stake manufactures second soil cement cylinder pile，Second cylinder pile forward right side、The distance being spaced a recessed round stake manufactures the 3rd soil cement cylinder pile，The 3rd cylinder pile right lateral side、The distance being spaced a recessed round stake manufactures the 4th soil cement cylinder pile，So manufacture the recessed round pilespacing in one, multiple intervals from soil cement cylinder pile，When the soil cement intensity of the soil cement cylinder pile on both sides reaches a timing，In spacing between two the most adjacent cylinder piles、The working method manufacturing cement earth pile according to above-mentioned recessed round stake pile-formation machine with recessed round stake pile-formation machine manufactures a recessed round stake of soil cement respectively，The concave arc making two ends, each soil cement recessed round stake left and right is fit to the cylindrical of the soil cement cylinder pile at two ends, left and right respectively；In the front portion of odd number cylinder pile, manufacture a recessed round stake of concrete with recessed round stake pile-formation machine respectively according to the working method of above-mentioned recessed round stake pile-formation machine manufacture concrete-pile, make the concave arc of the recessed round stake rear end of concrete of odd number cylinder pile front portion be fit to the cylindrical of this odd number cylinder pile；At the rear portion of even number cylinder pile, manufacture a recessed round stake of concrete with recessed round stake pile-formation machine respectively according to the working method of above-mentioned recessed round stake pile-formation machine manufacture concrete-pile, make the concave arc of the recessed round stake rear end of concrete of even number cylinder pile front portion be fit to the cylindrical of this even number cylinder pile；The anterior recessed round stake of concrete of the recessed round stake of soil cement being thusly-formed between multiple soil cement cylinder pile and adjacent soil cement cylinder pile and odd number soil cement cylinder pile, the recessed round stake of concrete at even number soil cement cylinder pile rear portion are mutually locked the sealed piling wall of Y shape formed, for gear soil, the antiseep on building basis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296260.7A CN105887847A (en) | 2016-05-09 | 2016-05-09 | Y-shaped locking pile wall forming equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296260.7A CN105887847A (en) | 2016-05-09 | 2016-05-09 | Y-shaped locking pile wall forming equipment |
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| Publication Number | Publication Date |
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| CN105887847A true CN105887847A (en) | 2016-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610296260.7A Withdrawn CN105887847A (en) | 2016-05-09 | 2016-05-09 | Y-shaped locking pile wall forming equipment |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735305A (en) * | 2016-05-09 | 2016-07-06 | 吕文娥 | Circular arc insertion and connection crossed baffle pile manufacturing equipment |
| CN105735304A (en) * | 2016-05-09 | 2016-07-06 | 吕文娥 | Circular arc insertion crossed baffle pile manufacturing equipment |
| CN105862824A (en) * | 2016-05-09 | 2016-08-17 | 吕文娥 | Manufacturing device for fold line piling wall through circular arc connection |
-
2016
- 2016-05-09 CN CN201610296260.7A patent/CN105887847A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735305A (en) * | 2016-05-09 | 2016-07-06 | 吕文娥 | Circular arc insertion and connection crossed baffle pile manufacturing equipment |
| CN105735304A (en) * | 2016-05-09 | 2016-07-06 | 吕文娥 | Circular arc insertion crossed baffle pile manufacturing equipment |
| CN105862824A (en) * | 2016-05-09 | 2016-08-17 | 吕文娥 | Manufacturing device for fold line piling wall through circular arc connection |
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Application publication date: 20160824 |
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