CN105862739A - Inserted buckling type L-shaped pile manufacturing device - Google Patents

Inserted buckling type L-shaped pile manufacturing device Download PDF

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Publication number
CN105862739A
CN105862739A CN201610253834.2A CN201610253834A CN105862739A CN 105862739 A CN105862739 A CN 105862739A CN 201610253834 A CN201610253834 A CN 201610253834A CN 105862739 A CN105862739 A CN 105862739A
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China
Prior art keywords
pile
dise knife
post
motor
recessed dise
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CN201610253834.2A
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Chinese (zh)
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宗福海
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Individual
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Priority to CN201610253834.2A priority Critical patent/CN105862739A/en
Publication of CN105862739A publication Critical patent/CN105862739A/en
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    • 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 OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK 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 OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/1607Shapes round, e.g. circle

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Structural Engineering (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The invention provides an inserted buckling type L-shaped pile manufacturing device. According to the inserted buckling type L-shaped pile manufacturing device, one cylindrical concrete pile is manufactured in the position where a pile needs to be formed by means of a cylindrical pile forming machine according to the operating mode of the cylindrical pile forming machine; a plurality of cylindrical concrete piles are manufactured around the cylindrical concrete pile in a designed arrangement mode; when the cemented soil strength of the cylindrical piles reaches a certain value, two concave round cemented soil piles are manufactured at the back side and the right side of each cylindrical pile correspondingly by means of a concave round pile forming machine according to the operating mode of the concave round pile forming machine, and the concave arc of each concave round cemented soil pile is made to be matched with the outer circle of the corresponding cylindrical concrete pile; and in this way, an L-shaped pile which is formed by mutually buckling the multiple concave round cemented soil piles and the cylindrical concrete piles in an inserted mode through the arcs is obtained, and the L-shaped pile is used for reinforcement treatment of a building foundation.

Description

Eye-splice L Shape stake manufactures device
Technical field
The present invention relates to a kind of pile body and manufacture device, the circular arc eye-splice L-shaped stake of the manufacture L-shaped stake used in a kind of building foundation engineering manufactures device.
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, the cement earth pile reinforced for geology in building foundation engineering 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 circular arc eye-splice L-shaped stake that can manufacture L-shaped stake manufactures device.
The present invention is achieved through the following technical solutions:
A kind of recessed round stake manufactures device, including recessed round stake pile-formation machine and cylinder pile pile-formation machine with the circular arc eye-splice L-shaped stake of cylinder pile mutual circular arc eye-splice.
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 multiple L-shaped stake being made up of the recessed round stake of soil cement circular arc mutual with concrete circular stanchion eye-splice, for the consolidation process 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 multiple L-shaped stake being combined into by recessed round stake and 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, 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.
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 of cutting is mixed in mud, mud flows out from hole, and drilling rod two forms circular hole 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.
The mode that recessed round stake pile-formation machine manufactures L-shaped stake with cylinder pile pile-formation machine is as follows: in the position needing pile, a concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, around this concrete circular stanchion, multiple concrete circular stanchion is manufactured according to the mode of design arrangement, when the soil cement intensity of cylinder pile reaches a timing, again at the rear side of each cylinder pile, right side manufactures a recessed round stake of soil cement with recessed round stake pile-formation machine respectively according to the working method of above-mentioned recessed round stake pile-formation machine, the recessed round stake concave arc of each soil cement is made to be fit to the cylindrical of concrete circular stanchion, it is thusly-formed multiple L-shaped stake being made up of the recessed round stake of soil cement circular arc mutual with concrete circular stanchion eye-splice, consolidation process for building basis.

Claims (1)

1. eye-splice L-shaped stake manufactures a device, 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, 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;
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 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 of cutting is mixed in mud, mud flows out from hole, drilling rod two forms circular hole during being pressed into, casting concrete, formation concrete circular stanchion in this hole;
Recessed round stake pile-formation machine manufactures the mode of L-shaped stake with cylinder pile pile-formation machine: in the position needing pile, a concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, around this concrete circular stanchion, multiple concrete circular stanchion is manufactured according to the mode of design arrangement, when the soil cement intensity of cylinder pile reaches a timing, again at the rear side of each cylinder pile, right side manufactures a recessed round stake of soil cement with recessed round stake pile-formation machine respectively according to the working method of above-mentioned recessed round stake pile-formation machine, the recessed round stake concave arc of each soil cement is made to be fit to the cylindrical of concrete circular stanchion, it is thusly-formed multiple L-shaped stake being made up of the recessed round stake of soil cement circular arc mutual with concrete circular stanchion eye-splice, consolidation process for building basis.
CN201610253834.2A 2016-04-23 2016-04-23 Inserted buckling type L-shaped pile manufacturing device Withdrawn CN105862739A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610253834.2A CN105862739A (en) 2016-04-23 2016-04-23 Inserted buckling type L-shaped pile manufacturing device

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Application Number Priority Date Filing Date Title
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Cited By (6)

* Cited by examiner, † Cited by third party
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
CN105862738A (en) * 2016-04-23 2016-08-17 宗福海 Buckling type L-shaped pile manufacturing device
CN105862824A (en) * 2016-05-09 2016-08-17 吕文娥 Manufacturing device for fold line piling wall through circular arc connection
CN105862740A (en) * 2016-04-23 2016-08-17 宗福海 Arc inserted connection type L-shaped pile manufacturing device
CN105887822A (en) * 2016-04-23 2016-08-24 宗福海 Circular arc spigot joint L-shaped pile manufacturing device

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
CN105862738A (en) * 2016-04-23 2016-08-17 宗福海 Buckling type L-shaped pile manufacturing device
CN105862740A (en) * 2016-04-23 2016-08-17 宗福海 Arc inserted connection type L-shaped pile manufacturing device
CN105887822A (en) * 2016-04-23 2016-08-24 宗福海 Circular arc spigot joint L-shaped pile manufacturing device

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
CN105862738A (en) * 2016-04-23 2016-08-17 宗福海 Buckling type L-shaped pile manufacturing device
CN105862740A (en) * 2016-04-23 2016-08-17 宗福海 Arc inserted connection type L-shaped pile manufacturing device
CN105887822A (en) * 2016-04-23 2016-08-24 宗福海 Circular arc spigot joint L-shaped pile manufacturing device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105862738A (en) * 2016-04-23 2016-08-17 宗福海 Buckling type L-shaped pile manufacturing device
CN105862740A (en) * 2016-04-23 2016-08-17 宗福海 Arc inserted connection type L-shaped pile manufacturing device
CN105887822A (en) * 2016-04-23 2016-08-24 宗福海 Circular arc spigot joint L-shaped pile manufacturing device
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: 20160817