CN105862748A - Arc joint T-shaped pile - Google Patents
Arc joint T-shaped pile Download PDFInfo
- Publication number
- CN105862748A CN105862748A CN201610253863.9A CN201610253863A CN105862748A CN 105862748 A CN105862748 A CN 105862748A CN 201610253863 A CN201610253863 A CN 201610253863A CN 105862748 A CN105862748 A CN 105862748A
- Authority
- CN
- China
- Prior art keywords
- pile
- stake
- post
- dise knife
- recessed dise
- 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- Withdrawn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
- 239000004568 cement Substances 0.000 claims abstract description 25
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 238000004519 manufacturing process Methods 0.000 claims abstract description 6
- 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 9
- 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
- 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
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—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
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1607—Shapes round, e.g. circle
Landscapes
- Engineering & Computer Science (AREA)
- 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 arc joint T-shaped pile. A manufacturing process of the arc joint T-shaped pile comprises the followings: in the place where pile forming is required, a cement soil cylinder pile is manufactured with a cylinder pile forming machine according to the working mode of the cylinder pile forming machine. Around the cement soil cylinder pile, a plurality of cement soil cylinder piles are manufactured according to a designed arrangement sequence. When the cement soil strength of the cylinder pile reaches a certain degree, concrete joint piles are manufactured at the left, right and front parts of each cylinder pile with the joint pile forming machine according to the working mode of the joint pile forming machine, a concave circular arc of each concrete joint pile fits the excircle of the corresponding cement soil cylinder pile, and thus a plurality of T-shaped piles are formed by combination of the concrete joint piles and the cement soil cylinder piles, and are used for reinforcing a foundation of a building.
Description
Technical field
The present invention relates to a kind of combination pile body, the joint stake circular arc mutual with cylinder pile used in a kind of building foundation engineering engages a kind of circular arc formed and engages T-shaped stake.
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 stake circular arc mutual with cylinder pile that engage engages a kind of circular arc joint T-shaped stake formed.
The present invention is achieved through the following technical solutions:
A kind of circular arc engages T-shaped stake, including the joint stake pile-formation machine and the cylinder pile pile-formation machine that include manufacture T-shaped stake.
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 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 T-shaped stake being mutually combined by concrete joint stake with soil cement cylinder pile, 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 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 T-shaped stake that stake is mutually combined with 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 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 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 engaging 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 is continuously added, mud constantly flows out from hole, and drilling rod forms left end downwards with concave arc head, right-hand member with the hole body of dome arc head during being pressed into, in this hole body 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, 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 engaging two ends, stake left and right.
The work process that joint stake pile-formation machine and cylinder pile pile-formation machine associated working manufacture T-shaped stake 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, front 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 making each concrete engage stake is fit to the cylindrical of soil cement cylinder pile, it is thusly-formed multiple T-shaped stake being mutually combined by concrete joint stake with soil cement cylinder pile, consolidation process for building basis.
Claims (2)
1. circular arc engages a T-shaped stake, including the joint stake pile-formation machine and the cylinder pile pile-formation machine that manufacture T-shaped stake；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 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 engaging 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 is continuously added, mud constantly flows out from hole, and drilling rod forms left end downwards with concave arc head, right-hand member with the hole body of dome arc head during being pressed into, in this hole body 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, 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 joint stake pile-formation machine and cylinder pile pile-formation machine associated working manufacture T-shaped stake 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, front 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 making each concrete engage stake is fit to the cylindrical of soil cement cylinder pile, it is thusly-formed multiple T-shaped stake being mutually combined by concrete joint stake with soil cement cylinder pile, consolidation process for building basis.
A kind of circular arc the most according to claim 1 engages T-shaped stake, 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 |
|---|---|---|---|
| CN201610253863.9A CN105862748A (en) | 2016-04-23 | 2016-04-23 | Arc joint T-shaped pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253863.9A CN105862748A (en) | 2016-04-23 | 2016-04-23 | Arc joint T-shaped pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105862748A true CN105862748A (en) | 2016-08-17 |
Family
ID=56633904
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610253863.9A Withdrawn CN105862748A (en) | 2016-04-23 | 2016-04-23 | Arc joint T-shaped pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105862748A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735288A (en) * | 2016-04-23 | 2016-07-06 | 宗福海 | Arced buckled T-shaped pile |
| CN105821840A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device for L-shaped socket connection piles |
| CN105821841A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device of L-shaped connection piles |
| CN105862749A (en) * | 2016-04-23 | 2016-08-17 | 宗福海 | Arc inserting T- shaped pile |
| CN105887827A (en) * | 2016-04-23 | 2016-08-24 | 宗福海 | Circular arc joint T-shaped pile |
Citations (6)
| 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 |
| CN105735288A (en) * | 2016-04-23 | 2016-07-06 | 宗福海 | Arced buckled T-shaped pile |
| CN105862749A (en) * | 2016-04-23 | 2016-08-17 | 宗福海 | Arc inserting T- shaped pile |
| CN105887827A (en) * | 2016-04-23 | 2016-08-24 | 宗福海 | Circular arc joint T-shaped pile |
-
2016
- 2016-04-23 CN CN201610253863.9A patent/CN105862748A/en not_active Withdrawn
Patent Citations (6)
| 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 |
| CN105735288A (en) * | 2016-04-23 | 2016-07-06 | 宗福海 | Arced buckled T-shaped pile |
| CN105862749A (en) * | 2016-04-23 | 2016-08-17 | 宗福海 | Arc inserting T- shaped pile |
| CN105887827A (en) * | 2016-04-23 | 2016-08-24 | 宗福海 | Circular arc joint T-shaped pile |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735288A (en) * | 2016-04-23 | 2016-07-06 | 宗福海 | Arced buckled T-shaped pile |
| CN105821840A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device for L-shaped socket connection piles |
| CN105821841A (en) * | 2016-04-23 | 2016-08-03 | 宗福海 | Manufacturing device of L-shaped connection piles |
| CN105862749A (en) * | 2016-04-23 | 2016-08-17 | 宗福海 | Arc inserting T- shaped pile |
| CN105887827A (en) * | 2016-04-23 | 2016-08-24 | 宗福海 | Circular arc joint T-shaped pile |
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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: 20160817 |