CN105714816A - Crossed joint piles - Google Patents
Crossed joint piles Download PDFInfo
- Publication number
- CN105714816A CN105714816A CN201610253867.7A CN201610253867A CN105714816A CN 105714816 A CN105714816 A CN 105714816A CN 201610253867 A CN201610253867 A CN 201610253867A CN 105714816 A CN105714816 A CN 105714816A
- 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- Withdrawn
Links
- 239000002689 soil Substances 0.000 claims abstract description 30
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 238000004519 manufacturing process Methods 0.000 claims abstract description 6
- 239000004568 cement Substances 0.000 claims description 19
- 238000005553 drilling Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 13
- 239000000203 mixture Substances 0.000 claims description 6
- 238000005520 cutting process Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 3
- 238000007596 consolidation process Methods 0.000 claims description 3
- 238000003756 stirring Methods 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
-
- 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 OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK 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 OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special 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)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Provided are crossed joint piles. According to the manufacturing process of the crossed joint piles, a cemented soil cylindrical pile is manufactured in the position where pile forming is needed through a cylindrical pile forming machine according to the working mode of the cylindrical pile forming machine, and multiple cemented soil cylindrical piles are manufactured around the cemented soil cylindrical pile according to a designed arrangement mode; when the strength of cemented soil of the cylindrical piles reaches a certain degree, concrete joint piles are manufactured at the left, right, front and rear sides of each cylindrical pile correspondingly through a joint pile forming machine according to the working mode of the joint pile forming machine, and a concave arc of each concrete joint pile is matched with the outer circle of the corresponding cemented soil cylindrical pile; accordingly, the multiple crossed joint piles are formed by combining the concrete joint piles and the cemented soil cylindrical piles and applied to reinforce building foundations.
Description
Technical field
The present invention relates to be bonded with each other with the cylinder pile one of formation of stake that engages used in a kind of combination pile body, particularly a kind of building foundation engineering and engage cross 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 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 engage stake engage with the mutual circular arc of cylinder pile formed one engage cross pile.
The present invention is achieved through the following technical solutions:
A kind of joint cross pile, including the joint stake pile-formation machine and the cylinder pile pile-formation machine that include manufacture cross pile.
Engage stake pile-formation machine and include 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 the recessed dise knife post of first half, and the rear end output shaft of motor one is fixed with later half recessed dise knife post；The upper end of fixation steel plate support two on the right side of drilling rod lower end, 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, and the output shaft of motor four lower end is fixed with drill bit.
The present invention has following feature:
The present invention can manufacture multiple cross pile being mutually combined by concrete joint stake with soil cement cylinder pile, for the consolidation process on building basis.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view engaging stake pile-formation machine；
Fig. 2 is the rearview engaging 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 multiple by the cross-sectional view engaging the cross pile that stake is mutually combined with cylinder pile.
In figure: 1, drilling rod, 2, steel plate support one, 3, steel plate support two, 4, the recessed dise knife post of first half, 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 engaging stake pile-formation machine and cylinder pile pile-formation machine.
Engage stake pile-formation machine and include 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 the recessed dise knife post 4 of first half, 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 23 on the right side of drilling rod 1 lower end, 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 engaging stake pile-formation machine is: during work, the position between recessed dise knife post and dome tool post is irrigated water under high pressure by grouting pump, 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 by first half recessed dise knife post, later half recessed dise knife post in rotation, and right-hand member is cut into dome arc head by first half dome tool post, later half dome tool post in rotation；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 is continuously added, mud constantly flows out from hole, and drilling rod is pressed in process to be formed left end with concave arc head, right-hand member with the hole body of dome arc head downwards, in this hole casting concrete, form concrete and engage 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, drill bit is by the soil cutting of drill bit lower end and cement mortar stirring in rotary course, and drilling rod two forms soil cement cylinder pile in being pressed into process.
The dome arc of cylinder pile coincide with the concave arc engaging two ends, stake left and right.
The work process engaging stake pile-formation machine and cylinder pile pile-formation machine associated working manufacture cross pile 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 at the left part of each cylinder pile, right part, anterior, rear portion engages stake pile-formation machine and manufactures a concrete joint stake respectively according to the working method of above-mentioned joint stake pile-formation machine, the concave arc that each concrete engages stake is made to be fit to the cylindrical of soil cement cylinder pile, it is thusly-formed multiple cross pile being mutually combined by concrete joint stake with soil cement cylinder pile, consolidation process for building basis.
Claims (2)
1. engage a cross pile, including the joint stake pile-formation machine and the cylinder pile pile-formation machine that manufacture cross pile；It is characterized in that:
The concrete structure engaging 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 the recessed dise knife post (4) of first half, 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 engaging stake pile-formation machine is: during work, the position between recessed dise knife post and dome tool post is irrigated water under high pressure by grouting pump, 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 by first half recessed dise knife post, later half recessed dise knife post in rotation, and right-hand member is cut into dome arc head by first half dome tool post, later half dome tool post in rotation；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 is continuously added, mud constantly flows out from hole, and drilling rod is pressed in process to be formed left end with concave arc head, right-hand member with the hole body of dome arc head downwards, in this hole casting concrete, form concrete and engage 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, drill bit is by the soil cutting of drill bit lower end and cement mortar stirring in rotary course, and drilling rod two forms soil cement cylinder pile in being pressed into process；
The work process engaging stake pile-formation machine and cylinder pile pile-formation machine associated working manufacture cross pile 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 at the left part of each cylinder pile, right part, anterior, rear portion engages stake pile-formation machine and manufactures a concrete joint stake respectively according to the working method of above-mentioned joint stake pile-formation machine, the concave arc that each concrete engages stake is made to be fit to the cylindrical of soil cement cylinder pile, it is thusly-formed multiple cross pile being mutually combined by concrete joint stake with soil cement cylinder pile, consolidation process for building basis.
2. a kind of joint cross pile according to claim 1, it is characterised in that: the dome arc of cylinder pile coincide with the concave arc engaging stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253867.7A CN105714816A (en) | 2016-04-23 | 2016-04-23 | Crossed joint piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253867.7A CN105714816A (en) | 2016-04-23 | 2016-04-23 | Crossed joint piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105714816A true CN105714816A (en) | 2016-06-29 |
Family
ID=56161467
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610253867.7A Withdrawn CN105714816A (en) | 2016-04-23 | 2016-04-23 | Crossed joint piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105714816A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821842A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Cross-shaped socket connection pile |
| CN105821841A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device of L-shaped connection piles |
| CN105821840A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device for L-shaped socket connection piles |
Citations (7)
| 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 |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN104405278A (en) * | 2014-11-23 | 2015-03-11 | 张璐 | Grooving drilling machine |
| CN105804644A (en) * | 2016-04-23 | 2016-07-27 | 宗福海 | Fastening cross-shaped piles |
| CN105821842A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Cross-shaped socket connection pile |
-
2016
- 2016-04-23 CN CN201610253867.7A patent/CN105714816A/en not_active Withdrawn
Patent Citations (7)
| 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 |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN104405278A (en) * | 2014-11-23 | 2015-03-11 | 张璐 | Grooving drilling machine |
| CN105804644A (en) * | 2016-04-23 | 2016-07-27 | 宗福海 | Fastening cross-shaped piles |
| CN105821842A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Cross-shaped socket connection pile |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821842A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Cross-shaped socket connection pile |
| CN105821841A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device of L-shaped connection 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 |
|---|---|---|
| CN105862749A (en) | Arc inserting T- shaped pile | |
| CN105862742A (en) | Joint cross pile manufacturing equipment | |
| CN105756042A (en) | Circular-arc inserting buckling T-shaped pile manufacturing equipment | |
| CN105735282A (en) | Manufacturing equipment for interlocking cross piles | |
| CN105821837A (en) | Circular-arc insertion combination T-shaped pile manufacturing facility | |
| CN105887820A (en) | Circular arc socket herringbone pile manufacturing equipment | |
| CN105908709A (en) | Manufacturing facility for T-shaped piles combined through insertion and connection in circular-arc manner | |
| CN105862739A (en) | Inserted buckling type L-shaped pile manufacturing device | |
| CN105887822A (en) | Circular arc spigot joint L-shaped pile manufacturing device | |
| CN105887821A (en) | Spigot joint herringbone pile manufacturing device | |
| CN105862741A (en) | Arc buckling type crossed pile manufacturing equipment | |
| CN105735283A (en) | Circular arc inserting and buckling cross pile manufacturing equipment | |
| CN105821838A (en) | Circular-arc locking buckling T-shaped pile manufacturing facility | |
| CN105862748A (en) | Arc joint T-shaped pile | |
| CN105821842A (en) | Cross-shaped socket connection pile | |
| CN105887827A (en) | Circular arc joint T-shaped pile | |
| CN105887815A (en) | Connector pile manufacturing combination | |
| CN105735288A (en) | Arced buckled T-shaped pile | |
| CN105862737A (en) | Arc buckling type inverted-Y-shaped pile manufacturing equipment | |
| CN105804644A (en) | Fastening cross-shaped piles | |
| CN105756052A (en) | Quincuncial junction pile manufacturing device | |
| CN105887817A (en) | Socket pile manufacturing combination | |
| CN105887825A (en) | Y-shaped spigot joint pile manufacturing machine | |
| CN105735278A (en) | Connector cross piles | |
| CN105821839A (en) | Manufacturing machine tool for Y-shaped latching 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 |
Application publication date: 20160629 |
|
| WW01 | Invention patent application withdrawn after publication |