CN105862743A - Arc buckling pile wall manufacturing equipment - Google Patents

Arc buckling pile wall manufacturing equipment Download PDF

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Publication number
CN105862743A
CN105862743A CN201610253845.0A CN201610253845A CN105862743A CN 105862743 A CN105862743 A CN 105862743A CN 201610253845 A CN201610253845 A CN 201610253845A CN 105862743 A CN105862743 A CN 105862743A
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CN
China
Prior art keywords
recessed
pile
dise knife
post
motor
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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Withdrawn
Application number
CN201610253845.0A
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Chinese (zh)
Inventor
宗福海
Original Assignee
宗福海
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Application filed by 宗福海 filed Critical 宗福海
Priority to CN201610253845.0A priority Critical patent/CN105862743A/en
Publication of CN105862743A publication Critical patent/CN105862743A/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/16Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/165Shapes polygonal
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/1685Shapes cylindrical
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/002Concrete
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/0023Slurry

Abstract

Arc buckling pile wall manufacturing equipment is used for manufacturing a plurality of concrete concave circular piles which are spaced from one another by a distance of a cylinder pile; when the concrete strength of concave circular piles on two sides reaches a certain degree, a cement soil cylinder pile is manufactured within the distance between every two concrete concave circular piles by the cylinder pile forming machine according to the working mode of the cylinder pile forming machine, the convex arc at the left end of a cement soil cylinder pile between every two concrete concave circular piles fits a concave arc at the right end of a left concave circular pile, a convex arc at the right end of the cement soil cylinder pile fits a concave arc at the left end of the right concrete concave circular pile, and thus, a pile wall is formed by buckling the concrete concave circular piles and the cement soil cylinder pile between every two concrete concave circular piles, and is used for retaining earth of a foundation of a building and preventing leakage.

Description

Arc latched piling wall manufactures equipment
Technical field
The present invention relates to a kind of arc latched equipment, the arc latched piling wall that in a kind of building foundation engineering, the recessed round stake of use is arc latched with cylinder pile 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 soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of arc latched piling wall that can manufacture recessed round stake the most arc latched with cylinder pile manufactures equipment.
The present invention is achieved through the following technical solutions:
The arc latched piling wall manufacture equipment that a kind of recessed round stake is the most arc latched with cylinder pile, 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 piling wall of the mutual snap close of soil cement cylinder pile between the recessed round stake of multiple concrete and the recessed round stake of each two concrete, 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 snap close 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, 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 of cutting is mixed in mud, and mud 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 body 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.
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, on the right side of the recessed round stake of this concrete, 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;When the concrete strength of the recessed round stake on both sides reaches a timing, again in the spacing between the recessed round stake of each two concrete, a 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, the dome arc making the soil cement cylinder pile left end between the recessed round stake of each two concrete is fit to the concave arc of the recessed round stake right-hand member in the left side, the dome arc of soil cement cylinder pile right-hand member is fit to the concave arc of the right recessed round stake left end of concrete, the piling wall of the mutual snap close of soil cement cylinder pile being thusly-formed between the recessed round stake of multiple concrete and the recessed round stake of each two concrete, gear soil for building basis, antiseep.

Claims (1)

1. arc latched 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 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 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 of cutting is mixed in mud, and mud 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 body of concave arc, casting concrete, the formation recessed round stake of concrete in this hole;
The concrete structure of 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;
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 cylinder pile during being pressed into;
Recessed round stake pile-formation machine and cylinder pile pile-formation machine associated working mode: 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, on the right side of the recessed round stake of this concrete, 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;When the concrete strength of the recessed round stake on both sides reaches a timing, again in the spacing between the recessed round stake of each two concrete, a 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, the dome arc making the soil cement cylinder pile left end between the recessed round stake of each two concrete is fit to the concave arc of the recessed round stake right-hand member in the left side, the dome arc of soil cement cylinder pile right-hand member is fit to the concave arc of the right recessed round stake left end of concrete, the piling wall of the mutual snap close of soil cement cylinder pile being thusly-formed between the recessed round stake of multiple concrete and the recessed round stake of each two concrete, gear soil for building basis, antiseep.
CN201610253845.0A 2016-04-23 2016-04-23 Arc buckling pile wall manufacturing equipment Withdrawn CN105862743A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735304A (en) * 2016-05-09 2016-07-06 吕文娥 Circular arc insertion crossed baffle pile manufacturing equipment
CN105735285A (en) * 2016-04-23 2016-07-06 宗福海 Circular arc inserting and buckling pile wall manufacturing equipment
CN105735284A (en) * 2016-04-23 2016-07-06 宗福海 Circular arc locking pile wall manufacturing equipment
CN105735305A (en) * 2016-05-09 2016-07-06 吕文娥 Circular arc insertion and connection 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
CN105887823A (en) * 2016-04-23 2016-08-24 宗福海 Circular arc joint pile wall manufacturing equipment
CN106988677A (en) * 2017-04-15 2017-07-28 胡彦主 A kind of engineering hole digging machine

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101619572A (en) * 2009-06-30 2010-01-06 孙刚 Hydraulic pressure milling deep-mixing underground-wall machine
US20110031017A1 (en) * 2009-08-04 2011-02-10 Kawasaki Jukogyo Kabushiki Kaisha Abrasion detecting apparatus detecting abrasion of component of cutter head and tunnel boring machine including abrasion detecting apparatus
CN102261100A (en) * 2011-02-11 2011-11-30 张永忠 Joint milling cutter of semicircular hydraulic motor
CN105735284A (en) * 2016-04-23 2016-07-06 宗福海 Circular arc locking pile wall manufacturing equipment
CN105735285A (en) * 2016-04-23 2016-07-06 宗福海 Circular arc inserting and buckling pile wall manufacturing equipment
CN105887823A (en) * 2016-04-23 2016-08-24 宗福海 Circular arc joint pile wall manufacturing equipment

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101619572A (en) * 2009-06-30 2010-01-06 孙刚 Hydraulic pressure milling deep-mixing underground-wall machine
US20110031017A1 (en) * 2009-08-04 2011-02-10 Kawasaki Jukogyo Kabushiki Kaisha Abrasion detecting apparatus detecting abrasion of component of cutter head and tunnel boring machine including abrasion detecting apparatus
CN102261100A (en) * 2011-02-11 2011-11-30 张永忠 Joint milling cutter of semicircular hydraulic motor
CN105735284A (en) * 2016-04-23 2016-07-06 宗福海 Circular arc locking pile wall manufacturing equipment
CN105735285A (en) * 2016-04-23 2016-07-06 宗福海 Circular arc inserting and buckling pile wall manufacturing equipment
CN105887823A (en) * 2016-04-23 2016-08-24 宗福海 Circular arc joint pile wall manufacturing equipment

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735285A (en) * 2016-04-23 2016-07-06 宗福海 Circular arc inserting and buckling pile wall manufacturing equipment
CN105735284A (en) * 2016-04-23 2016-07-06 宗福海 Circular arc locking pile wall manufacturing equipment
CN105887823A (en) * 2016-04-23 2016-08-24 宗福海 Circular arc joint pile wall manufacturing equipment
CN105735304A (en) * 2016-05-09 2016-07-06 吕文娥 Circular arc insertion crossed baffle pile manufacturing equipment
CN105735305A (en) * 2016-05-09 2016-07-06 吕文娥 Circular arc insertion and connection 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
CN106988677A (en) * 2017-04-15 2017-07-28 胡彦主 A kind of engineering hole digging machine

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Application publication date: 20160817

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