CN105887825A - Y-shaped spigot joint pile manufacturing machine - Google Patents

Y-shaped spigot joint pile manufacturing machine Download PDF

Info

Publication number
CN105887825A
CN105887825A CN201610253855.4A CN201610253855A CN105887825A CN 105887825 A CN105887825 A CN 105887825A CN 201610253855 A CN201610253855 A CN 201610253855A CN 105887825 A CN105887825 A CN 105887825A
Authority
CN
China
Prior art keywords
pile
post
dise knife
recessed dise
motor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
CN201610253855.4A
Other languages
Chinese (zh)
Inventor
宗福海
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201610253855.4A priority Critical patent/CN105887825A/en
Publication of CN105887825A publication Critical patent/CN105887825A/en
Withdrawn legal-status Critical Current

Links

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
    • E02D5/22Piles
    • 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

Landscapes

  • 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

A Y-shaped spigot joint pile manufacturing machine comprises a spigot joint pile forming machine and a cylindrical pile forming machine. In the position where a pile needs to be formed, the cylindrical pile forming machine is used for manufacturing a cement soil cylindrical pile in the working manner of the cylindrical pile forming machine. A plurality of cement soil cylindrical piles are manufactured on the periphery of the first cement soil cylindrical pile in a designed arrangement mode. When cement soil of the cylindrical pile reaches a certain strength, the spigot joint pile forming machine is used for manufacturing a concrete spigot joint pile on the left rear portion of each cylindrical pile, manufacturing a concrete spigot joint pile on the right rear portion of each cylindrical pile and manufacturing a concrete spigot joint pile on the front portion of each cylindrical pile in the working manner of the spigot joint pile forming machine correspondingly, so that the concave circular arc of each concrete spigot joint pile is matched with the outer circle of the corresponding cement soil cylindrical pile. Accordingly, the multiple concrete spigot joint piles and the cement soil cylindrical piles are mutually connected in a circular arc spigot joint mode to form a Y-shaped pile body which is used for reinforcement treatment of building foundations.

Description

Y Shape socket stake manufactures facility
Technical field
The present invention relates to a kind of pile body and manufacture facility, the socket stake used in a kind of building foundation engineering manufactures facility with a kind of Y shape socket stake of the mutual socket of cylinder pile.
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 earth 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 a kind of Y shape socket stake manufacture facility that can manufacture socket stake and cylinder pile mutual circular arc socket.
The present invention is achieved through the following technical solutions:
A kind of Y shape socket stake manufactures facility, including socket stake pile-formation machine and cylinder pile pile-formation machine.
Socket stake pile-formation machine includes following structure: on the left of drilling rod lower end the upper end of fixation steel plate support one, the centre of motor one shell 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, and the rear end output shaft of motor one is fixed with later half recessed dise knife post;On the right side of drilling rod lower end, fixation steel plate supports the upper end of two, and the centre of motor two shell is fixed in the lower end of steel plate support two, and 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;First half recessed dise knife post and later half recessed dise knife post one recessed dise knife post of composition, the side surface of recessed dise knife post is provided with multiple cutter head;First half dome tool post and later half dome tool post one dome tool post of composition, 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 Y shape pile body formed by concrete socket stake and soil cement cylinder pile mutual circular arc socket, 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 socket stake pile-formation machine;
Fig. 2 is the rearview of socket stake pile-formation machine
Fig. 3 is the A A view of Fig. 1;
Fig. 4 is the structural representation of cylinder pile pile-formation machine;
Fig. 5 is the cross-sectional view of multiple Y shape pile body formed by socket stake and the mutual socket of cylinder pile.
In figure: 1, drilling rod, 2, steel plate support one, 3, steel plate support two, 4, first half recessed dise knife post, 5, first half dome tool post, 6, motor one, 7, motor two, 8, cutter head, 9, later half recessed dise knife post, 10, later half dome tool post, 11, 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 socket stake pile-formation machine and cylinder pile pile-formation machine.
Socket stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3;Concrete structure is as follows: on the left of drilling rod 1 lower end the upper end of fixation steel plate support 1, the centre of motor 1 shell is fixed in the lower end of steel plate support one, the front end output shaft 11 of motor one is fixed with first half recessed dise knife post 4, and the rear end output shaft 11 of motor one is fixed with later half recessed dise knife post 9;On the right side of drilling rod 1 lower end, fixation steel plate supports the upper end of 23, and the centre of motor 27 shell is fixed in the lower end of steel plate support two, and the front end output shaft 11 of motor two is fixed with first half dome tool post 5, and the rear end output shaft of motor two is fixed with later half dome tool post 10;First half recessed dise knife post and later half recessed dise knife post one recessed dise knife post of composition, the side surface of recessed dise knife post is provided with multiple cutter head 8;First half dome tool post and later half dome tool post one dome tool post of composition, 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.
The working method of socket stake pile-formation machine is: during work, grouting pump irrigates water under high pressure to the position between recessed dise knife post and dome tool post, motor one drives first half recessed dise knife post and later half recessed dise knife post to rotate forward, motor two drive first half dome tool post and later half dome tool post reversion, first half recessed dise knife post, later half recessed dise knife post 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 head in rotation by first half recessed dise knife post, later half recessed dise knife post, and right-hand member is cut into dome arc head in rotation by first half dome tool post, later half dome tool post;The concave arc head of left part matches with the dome arc head of right part;The soil body machined away is mixed in mud, water under high pressure constantly fills, mud constantly flows out from hole, and drilling rod forms left end downwards with concave arc head, right-hand member with the stake holes of dome arc head during being pressed into, in this stake holes casting concrete, form concrete socket stake.
Cylinder pile pile-formation machine includes the structure in Fig. 4;Concrete structure 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.
The specific works mode of cylinder pile pile-formation machine is: during work, grouting pump is to drill bit grout injection, motor four drives bit, 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 of socket stake.
The work process that socket stake pile-formation machine manufactures Y shape pile body with cylinder pile pile-formation machine associated working is: in the position needing pile, 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, around this soil cement cylinder pile, multiple soil cement cylinder pile is manufactured according to the mode of design arrangement, when the soil cement intensity of cylinder pile reaches a timing, again in the left back portion of each cylinder pile, right rear portion, front portion socket stake pile-formation machine manufactures a concrete socket stake respectively according to the working method of above-mentioned socket stake pile-formation machine, the concave arc making each concrete socket stake is fit to the cylindrical of soil cement cylinder pile, it is thusly-formed multiple Y shape pile body formed by concrete socket stake and soil cement cylinder pile mutual circular arc socket, consolidation process for building basis.

Claims (2)

1. the stake of Y shape socket manufactures facility, including socket stake pile-formation machine and cylinder pile pile-formation machine;It is characterized in that:
The concrete structure of socket stake pile-formation machine includes: on the left of drilling rod (1) lower end the upper end of fixation steel plate support one (2), the centre of motor one (6) shell is fixed in the lower end of steel plate support one, the front end output shaft (11) of motor one is fixed with first half recessed dise knife post (4), and the rear end output shaft (11) of motor one is fixed with later half recessed dise knife post (9);The upper end of fixation steel plate support two (3) on the right side of drilling rod (1) lower end, the centre of motor two (7) shell is fixed in the lower end of steel plate support two, the front end output shaft (11) of motor two is fixed with first half dome tool post (5), and the rear end output shaft of motor two is fixed with later half dome tool post (10);First half recessed dise knife post and later half recessed dise knife post one recessed dise knife post of composition, the side surface of recessed dise knife post is provided with multiple cutter head (8);First half dome tool post and later half dome tool post one dome tool post of composition, 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;
The working method of socket stake pile-formation machine is: during work, grouting pump irrigates water under high pressure to the position between recessed dise knife post and dome tool post, motor one drives first half recessed dise knife post and later half recessed dise knife post to rotate forward, motor two drive first half dome tool post and later half dome tool post reversion, first half recessed dise knife post, later half recessed dise knife post 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 head in rotation by first half recessed dise knife post, later half recessed dise knife post, and right-hand member is cut into dome arc head in rotation by first half dome tool post, later half dome tool post;The concave arc head of left part matches with the dome arc head of right part;The soil body machined away is mixed in mud, water under high pressure constantly fills, mud constantly flows out from hole, and drilling rod forms left end downwards with concave arc head, right-hand member with the stake holes of dome arc head during being pressed into, in this stake holes casting concrete, form concrete socket stake;
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;
The specific works mode of cylinder pile pile-formation machine is: during work, grouting pump is to drill bit grout injection, motor four drives bit, 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 work process that socket stake pile-formation machine manufactures Y shape pile body with cylinder pile pile-formation machine associated working is: in the position needing pile, 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, around this soil cement cylinder pile, multiple soil cement cylinder pile is manufactured according to the mode of design arrangement, when the soil cement intensity of cylinder pile reaches a timing, again in the left back portion of each cylinder pile, right rear portion, front portion socket stake pile-formation machine manufactures a concrete socket stake respectively according to the working method of above-mentioned socket stake pile-formation machine, the concave arc making each concrete socket stake is fit to the cylindrical of soil cement cylinder pile, it is thusly-formed multiple Y shape pile body formed by concrete socket stake and soil cement cylinder pile mutual circular arc socket, consolidation process for building basis.
Y shape socket stake the most according to claim 1 manufactures facility, it is characterised in that: the dome arc of cylinder pile coincide with the concave arc of socket stake.
CN201610253855.4A 2016-04-23 2016-04-23 Y-shaped spigot joint pile manufacturing machine Withdrawn CN105887825A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610253855.4A CN105887825A (en) 2016-04-23 2016-04-23 Y-shaped spigot joint pile manufacturing machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610253855.4A CN105887825A (en) 2016-04-23 2016-04-23 Y-shaped spigot joint pile manufacturing machine

Publications (1)

Publication Number Publication Date
CN105887825A true CN105887825A (en) 2016-08-24

Family

ID=56704380

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610253855.4A Withdrawn CN105887825A (en) 2016-04-23 2016-04-23 Y-shaped spigot joint pile manufacturing machine

Country Status (1)

Country Link
CN (1) CN105887825A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735287A (en) * 2016-04-23 2016-07-06 宗福海 Y-shaped inserted and buckled pile manufacturing machine tool
CN105821841A (en) * 2016-04-23 2016-08-03 宗福海 Manufacturing device of L-shaped connection piles
CN105821839A (en) * 2016-04-23 2016-08-03 宗福海 Manufacturing machine tool for Y-shaped latching piles
CN105821840A (en) * 2016-04-23 2016-08-03 宗福海 Manufacturing device for L-shaped socket connection piles

Citations (5)

* 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
CN105735287A (en) * 2016-04-23 2016-07-06 宗福海 Y-shaped inserted and buckled pile manufacturing machine tool
CN105821839A (en) * 2016-04-23 2016-08-03 宗福海 Manufacturing machine tool for Y-shaped latching piles

Patent Citations (5)

* 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
CN105735287A (en) * 2016-04-23 2016-07-06 宗福海 Y-shaped inserted and buckled pile manufacturing machine tool
CN105821839A (en) * 2016-04-23 2016-08-03 宗福海 Manufacturing machine tool for Y-shaped latching piles

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735287A (en) * 2016-04-23 2016-07-06 宗福海 Y-shaped inserted and buckled pile manufacturing machine tool
CN105821841A (en) * 2016-04-23 2016-08-03 宗福海 Manufacturing device of L-shaped connection piles
CN105821839A (en) * 2016-04-23 2016-08-03 宗福海 Manufacturing machine tool for Y-shaped latching piles
CN105821840A (en) * 2016-04-23 2016-08-03 宗福海 Manufacturing device for L-shaped socket connection piles

Similar Documents

Publication Publication Date Title
CN105887820A (en) Circular arc socket herringbone pile manufacturing equipment
CN105735282A (en) Manufacturing equipment for interlocking cross piles
CN105887822A (en) Circular arc spigot joint L-shaped pile manufacturing device
CN105756042A (en) Circular-arc inserting buckling T-shaped pile manufacturing equipment
CN105862749A (en) Arc inserting T- shaped pile
CN105821837A (en) Circular-arc insertion combination T-shaped pile manufacturing facility
CN105887821A (en) Spigot joint herringbone pile manufacturing device
CN105735283A (en) Circular arc inserting and buckling cross pile manufacturing equipment
CN105862741A (en) Arc buckling type crossed pile manufacturing equipment
CN105862739A (en) Inserted buckling type L-shaped pile manufacturing device
CN105821838A (en) Circular-arc locking buckling T-shaped pile manufacturing facility
CN105735289A (en) Circular arc inserting and buckling quincuncial pile forming facility
CN105862738A (en) Buckling type L-shaped pile manufacturing device
CN105908709A (en) Manufacturing facility for T-shaped piles combined through insertion and connection in circular-arc manner
CN105862748A (en) Arc joint T-shaped pile
CN105821842A (en) Cross-shaped socket connection pile
CN105887827A (en) Circular arc joint T-shaped pile
CN105862737A (en) Arc buckling type inverted-Y-shaped pile manufacturing equipment
CN105735288A (en) Arced buckled T-shaped pile
CN105887815A (en) Connector pile manufacturing combination
CN105887825A (en) Y-shaped spigot joint pile manufacturing machine
CN105887817A (en) Socket pile manufacturing combination
CN105756052A (en) Quincuncial junction pile manufacturing device
CN105804644A (en) Fastening cross-shaped piles
CN105821852A (en) Manufacturing device for quincunx buckling piles

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
WW01 Invention patent application withdrawn after publication
WW01 Invention patent application withdrawn after publication

Application publication date: 20160824