CN105862817A - Wall forming equipment for Y-shaped buckling pile wall - Google Patents
Wall forming equipment for Y-shaped buckling pile wall Download PDFInfo
- Publication number
- CN105862817A CN105862817A CN201610296233.XA CN201610296233A CN105862817A CN 105862817 A CN105862817 A CN 105862817A CN 201610296233 A CN201610296233 A CN 201610296233A CN 105862817 A CN105862817 A CN 105862817A
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- pile
- concrete
- recessed
- dise knife
- post
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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
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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 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
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses wall forming equipment for a Y-shaped buckling pile wall. A plurality of concrete cylindrical piles of which every two are spaced by one concave circular pile are manufactured; one concrete concave circular pile is manufactured within a space between every two adjacent cylindrical piles by using a concave circular pile forming machine according to a working mode of the concave circular pile forming machine; one concrete concave circular pile is manufactured at the front part of each cylindrical pile of old number by using the concave circular pile forming machine according to the working mode of the concave circular pile forming machine; one concrete concave circular pile is manufactured at the rear part of each cylindrical pile of even number by using the concave circular pile forming machine according to the working mode of the concave circular pile forming machine, thereby forming the Y-shaped buckling pile wall constructed by mutual buckling of the plurality of concrete concave circular piles, the concrete concave circular piles between the adjacent concrete cylindrical piles, the concrete concave circular piles at the front parts of the concrete cylindrical piles of odd number and the concrete concave circular piles at the rear parts of the concrete cylindrical piles of even number; and the Y-shaped buckling pile wall is used for earth retaining and leakage prevention of a building foundation.
Description
Technical field
The present invention relates to a kind of become wall equipment, the recessed round stake circular arc mutual with cylinder pile used in a kind of building foundation engineering fasten form Y shape fastening piling wall become 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 concrete cylindricals 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 fasten formed Y shape fasten piling wall become wall equipment.
The present invention is achieved through the following technical solutions:
A kind of Y shape fastens piling wall and 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 concrete between multiple concrete circular stanchion and adjacent concrete circular stanchion and odd number concrete circular stanchion, the recessed round stake of concrete at even number concrete circular stanchion rear portion mutually fastens the Y shape of formation and fastens piling wall, 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 that recessed round stake mutually fastens the Y shape fastening piling wall of formation with 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, 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 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 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 and is respectively provided with the hole of concave arc casting concrete, formation recessed round stake of concrete in this hole during being pressed into downwards.
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 circular hole, drilling rod two forms the circular hole of certain depth during being pressed into, casting concrete, formation concrete circular stanchion in this hole.
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 and cylinder pile pile-formation machine manufacture Y shape fastening piling wall is as follows: in the position needing pile，First concrete circular stanchion 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 concrete circular stanchion，Second cylinder pile forward right side、The distance being spaced a recessed round stake manufactures the 3rd concrete circular stanchion，The 3rd cylinder pile right lateral side、The distance being spaced a recessed round stake manufactures the 4th concrete circular stanchion，So manufacture the recessed round pilespacing in one, multiple intervals from concrete circular stanchion，When the concrete strength of the concrete circular stanchion on both sides reaches a timing，In spacing between two the most adjacent cylinder piles、A recessed round stake of concrete is manufactured respectively according to the working method of above-mentioned recessed round stake pile-formation machine with recessed round stake pile-formation machine，The concave arc making two ends, each concrete recessed round stake left and right is fit to the cylindrical of the concrete circular stanchion 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, 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, 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 concrete being thusly-formed between multiple concrete circular stanchion and adjacent concrete circular stanchion and odd number concrete circular stanchion, the recessed round stake of concrete at even number concrete circular stanchion rear portion mutually fasten the Y shape of formation and fasten piling wall, for gear soil, the antiseep on building basis.
Claims (1)
1. Y shape fastening piling wall 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；
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 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 and is respectively provided with the hole of concave arc casting concrete, formation recessed round stake of concrete in this hole during being pressed into downwards；
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 circular hole, and drilling rod two forms the circular hole of certain depth during being pressed into, casting concrete, formation concrete circular stanchion in this hole；
nullDescribed recessed round stake pile-formation machine and cylinder pile pile-formation machine manufacture Y shape and fasten the working method of piling wall: in the position needing pile，First concrete circular stanchion 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 concrete circular stanchion，Second cylinder pile forward right side、The distance being spaced a recessed round stake manufactures the 3rd concrete circular stanchion，The 3rd cylinder pile right lateral side、The distance being spaced a recessed round stake manufactures the 4th concrete circular stanchion，So manufacture the recessed round pilespacing in one, multiple intervals from concrete circular stanchion，When the concrete strength of the concrete circular stanchion on both sides reaches a timing，In spacing between two the most adjacent cylinder piles、A recessed round stake of concrete is manufactured respectively according to the working method of above-mentioned recessed round stake pile-formation machine with recessed round stake pile-formation machine，The concave arc making two ends, each concrete recessed round stake left and right is fit to the cylindrical of the concrete circular stanchion 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, 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, 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 concrete being thusly-formed between multiple concrete circular stanchion and adjacent concrete circular stanchion and odd number concrete circular stanchion, the recessed round stake of concrete at even number concrete circular stanchion rear portion mutually fasten the Y shape of formation and fasten piling wall, for gear soil, the antiseep on building basis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296233.XA CN105862817A (en) | 2016-05-09 | 2016-05-09 | Wall forming equipment for Y-shaped buckling pile wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296233.XA CN105862817A (en) | 2016-05-09 | 2016-05-09 | Wall forming equipment for Y-shaped buckling pile wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105862817A true CN105862817A (en) | 2016-08-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610296233.XA Withdrawn CN105862817A (en) | 2016-05-09 | 2016-05-09 | Wall forming equipment for Y-shaped buckling pile wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN105862817A (en) |
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 CN201610296233.XA patent/CN105862817A/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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| C06 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20160817 |