CN109371967A - A kind of angle when micropore stake is driven piles limits device - Google Patents
A kind of angle when micropore stake is driven piles limits device Download PDFInfo
- Publication number
- CN109371967A CN109371967A CN201811544416.4A CN201811544416A CN109371967A CN 109371967 A CN109371967 A CN 109371967A CN 201811544416 A CN201811544416 A CN 201811544416A CN 109371967 A CN109371967 A CN 109371967A
- Authority
- CN
- China
- Prior art keywords
- clamping plate
- fixedly connected
- angle
- support bar
- sleeve
- 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.)
- Pending
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims description 10
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 239000000741 silica gel Substances 0.000 claims description 3
- 229910002027 silica gel Inorganic materials 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000005259 measurement Methods 0.000 abstract description 4
- 230000001105 regulatory effect Effects 0.000 abstract description 4
- 238000007493 shaping process Methods 0.000 abstract description 3
- 238000013329 compounding Methods 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- ATJFFYVFTNAWJD-UHFFFAOYSA-N Tin Chemical compound [Sn] ATJFFYVFTNAWJD-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
- E02D7/16—Scaffolds or supports for drivers
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses angles when a kind of micropore stake piling to limit device, including pedestal and fixed bracket, and top one end of the pedestal is fixedly connected with first support bar.This kind invention design is reasonable, it is very suitable to micropore stake angle and limits device, by the compounding practice mode for being provided with connecting shaft and bearing, and under the cooperation of twisted page axis and twisted page, when being driven piles, when needing to carry out angle restriction to micropore stake, micropore stake is passed through into sleeve first, then it is rotated by the connecting shaft of sleeve two sides, and then the piling angle of micropore stake is adjusted, twisted page axis is adjusted again, regulate the fixed angle of first clamping plate and second clamping plate, precise measurement is carried out by bevel protractor, finally the first fixing bolt and the second fixing bolt are fixed by rotating with location hole, to be carried out shaping to the angle regulated before, it drives piles again, effectively increase piling angular accuracy, and then it improves work efficiency, it is suitble to be widely popularized.
Description
Technical field
The present invention relates to micropore stake technical fields, in particular to angle when a kind of micropore stake is driven piles limits device.
Background technique
Cast-in-place Micropiles, abbreviation mini pile.A kind of cast-in-situ bored pile of small diameter, diameter generally 10~
30cm, slenderness ratio are generally higher than 30, and pile body is made of the cement mortar or micro aggregate concrete of pressure injection with material of putting more energy into.Root
According to different purposes, the material of putting more energy into for mini pile can be reinforcing bar, steel pipe or other fashioned iron.Mini pile can be vertical cloth
It sets, is also possible to be in tilted layout；It can be arranged in rows, mesh arrangement can also be crossed as shaped like tree root, mini pile is big by anticipating earliest
What sharp people proposed, originally it is referred to as " reticular structure root pile " in states such as Great Britain and Americas, has arrived Japan, referred to as RRP engineering method, be called soil
Reinforcement, arrived the 1980s and domestic be referred to as mini pile or referred to as root pile.It is a kind of brill of small diameter
Hole pouring pile, for diameter generally in 10~30cm, slenderness ratio is generally higher than 30, pile body by pressure injection cement mortar or handstone
Concrete and material composition of putting more energy into.According to different purposes, the material of putting more energy into for mini pile can be reinforcing bar, steel pipe or other
Fashioned iron.Mini pile, which can be, to be arranged vertically, and is also possible to be in tilted layout；It can be arranged in rows, mesh arrangement shape can also be crossed as
Such as tree root, existing micropore stake is in piling, because landform reason can drive piles according to different angles, but becomes in angle
When change, it is difficult that micropore stake is fixed, is easy to cause piling angle deviating, to influences to construct.
Summary of the invention
The main purpose of the present invention is to provide angles when a kind of micropore stake piling to limit device, can effectively solve to carry on the back
The problems in scape technology.
To achieve the above object, the technical scheme adopted by the invention is as follows:
A kind of angle when micropore stake is driven piles limits device, including pedestal and fixed bracket, and top one end of the pedestal is fixed
It is connected with first support bar, the top other end of the pedestal is fixedly connected with second support bar, and the two of the first support bar
Side and the two sides of second support bar are fixedly connected to fixed bracket, the top of the first support bar and the top of second support bar
Portion is fixedly connected to spiral button, and the top side of the first support bar and the top side of second support bar are fixedly connected with
The top side of bevel protractor, the first support bar is fixedly connected by bevel protractor with first clamping plate, the second support bar
Top side is fixedly connected by bevel protractor with second clamping plate, and set is fixedly connected between the first clamping plate and second clamping plate
Tin, it is provided with location hole on the outer wall of the sleeve, protrusion, the two sides of the sleeve are fixedly connected on the inner wall of the sleeve
It is fixedly connected with connecting shaft, one end of the connecting shaft by bearing and adjusts first end rotation connection, described to adjust the another of head
One end is hinged by twisted page and one end of twisted page axis, and the other end and first clamping plate of the twisted page axis and the side of second clamping plate are solid
Fixed connection, the top other side spiral of the first support bar are connected with the first fixing bolt, the top of the second support bar
Other side spiral is connected with the second fixing bolt.
Further, one end of first fixing bolt is fixedly connected through first clamping plate and adjusting head with location hole,
The junction of first fixing bolt and location hole is provided with fastening pad.
Further, one end of second fixing bolt is fixedly connected through second clamping plate and adjusting head with location hole,
The junction of second fixing bolt and location hole is provided with fastening pad.
Further, the material of the protrusion is rubber or silica gel, and the protrusion is provided with several, and the protrusion is
It is even to be distributed on the inner wall of sleeve.
Further, the connecting shaft is cylindrical empty core structure, and the material of the connecting shaft is stainless steel, the connection
Axis is rotary structure relative to head is adjusted.
Further, the bevel protractor is universal protractor, and there are two bevel protractor settings, the bevel protractor relative to
First clamping plate and second clamping plate are detachable structure.
Compared with prior art, the invention has the following beneficial effects: this kind invention designs rationally, easy to use, very
It is suitble to micropore stake angle to limit device, by being provided with the compounding practice mode of connecting shaft and bearing, and in twisted page axis and twisted page
Cooperation under, when being driven piles, when need to micropore stake carry out angle restriction when, first by micropore stake pass through sleeve, then
It is rotated, and then the piling angle of micropore stake is adjusted, then adjust twisted page axis by the connecting shaft of sleeve two sides, adjusted
The fixed angle of good first clamping plate and second clamping plate carries out precise measurement by bevel protractor, finally by the first fixing bolt and the
Two fixing bolts are fixed by rotating with location hole, to carry out shaping to the angle regulated before, then are driven piles,
Piling angular accuracy is effectively increased, and then is improved work efficiency, it is simple and convenient, it is suitble to be widely popularized.
Detailed description of the invention
Fig. 1, which is that the present invention is whole, uses structural schematic diagram.
Fig. 2 is sleeve connection structure schematic diagram of the present invention.
Fig. 3 is sleeve inner structural schematic diagram of the present invention.
In figure: 1, pedestal；2, fixed bracket；3, first support bar；4, spiral button；5, the first fixing bolt；6, bevel protractor；
7, first clamping plate；8, sleeve；9, second clamping plate；10, second support bar；11, the second fixing bolt；12, raised；13, connecting shaft；
14, twisted page axis；15, twisted page；16, head is adjusted；17, bearing；18, location hole.
Specific embodiment
To be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention, below with reference to
Specific embodiment, the present invention is further explained.
As shown in Figure 1-3, angle when a kind of micropore stake is driven piles limits device, including pedestal 1 and fixed bracket 2, it is described
Top one end of pedestal 1 is fixedly connected with first support bar 3, and the top other end of the pedestal 1 is fixedly connected with the second support
Bar 10, the two sides of the first support bar 3 and the two sides of second support bar 10 are fixedly connected to fixed bracket 2, and described first
The top of support rod 3 and the top of second support bar 10 are fixedly connected to spiral button 4, the top one of the first support bar 3
The top side of side and second support bar 10 is fixedly connected with bevel protractor 6, and the top side of the first support bar 3 passes through angle
Ruler 6 is fixedly connected with first clamping plate 7, and the top side of the second support bar 10 connects by the way that bevel protractor 6 and second clamping plate 9 are fixed
It connects, sleeve 8 is fixedly connected between the first clamping plate 7 and second clamping plate 9, is provided with location hole on the outer wall of the sleeve 8
18, protrusion 12 is fixedly connected on the inner wall of the sleeve 8, the two sides of the sleeve 8 are fixedly connected with connecting shaft 13, the company
One end of spindle 13 by bearing 17 and adjust 16 one end of head rotation connection, it is described adjust head 16 the other end by twisted page 15 with
One end of twisted page axis 14 is hinged, and the other end of the twisted page axis 14 is fixedly connected with the side of first clamping plate 7 and second clamping plate 9,
The top other side spiral of the first support bar 3 is connected with the first fixing bolt 5, and the top of the second support bar 10 is another
Side spiral is connected with the second fixing bolt 11.
Wherein, one end of first fixing bolt 5 through first clamping plate 7 and adjusts head 16 and the fixed company of location hole 18
It connects, the junction of first fixing bolt 5 and location hole 18 is provided with fastening pad, can be convenient by the first fixing bolt 5
Fix first clamping plate 7.
Wherein, one end of second fixing bolt 11 through second clamping plate 9 and adjusts head 16 and the fixed company of location hole 18
It connects, the junction of second fixing bolt 11 and location hole 18 is provided with fastening pad, can be square by the second fixing bolt 11
Just second clamping plate 9 is fixed.
Wherein, raised 12 material is rubber or silica gel, and described raised 12 are provided with several, described raised 12
It is evenly distributed on the inner wall of sleeve 8, can prevent micropore stake from shaking by protrusion 12, cause angular deviation.
Wherein, the connecting shaft 13 is cylindrical empty core structure, and the material of the connecting shaft 13 is stainless steel, the connection
Axis 13 is rotary structure relative to head 16 is adjusted, and can be convenient band moving sleeve 8 by connecting shaft 13 and rotates, angle is adjusted
Degree.
Wherein, the bevel protractor 6 is universal protractor, and there are two the bevel protractor 6 settings, the bevel protractor 6 relative to
First clamping plate 7 and second clamping plate 9 are detachable structure, can be convenient by bevel protractor 6 and carry out precise measurement to angle.
It should be noted that the present invention is that a kind of angle when micropore stake is driven piles limits device, when work, driving piles
When, when needing to carry out angle restriction to micropore stake, micropore stake is passed through into sleeve 8 first, then passes through the connection of 8 two sides of sleeve
Axis 13 is rotated, and then the piling angle of micropore stake is adjusted, then adjust twisted page axis 14, and 7 He of first clamping plate is regulated
The fixed angle of second clamping plate 9 carries out precise measurement by bevel protractor 6, finally by the first fixing bolt 5 and the second fixing bolt
11 are fixed by rotation with location hole 18, to carry out shaping to the angle regulated before, then are driven piles, are effectively mentioned
High piling angular accuracy, and then improve work efficiency.
The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent thereof.
Claims (6)
1. angle when a kind of micropore stake is driven piles limits device, including pedestal (1) and fixation bracket (2), it is characterised in that: described
Top one end of pedestal (1) is fixedly connected with first support bar (3), and the top other end of the pedestal (1) is fixedly connected with
Two support rods (10), the two sides of the first support bar (3) and the two sides of second support bar (10) are fixedly connected to fixed branch
Frame (2) is fixedly connected to spiral button (4) at the top of the top of the first support bar (3) and second support bar (10), described
The top side of first support bar (3) and the top side of second support bar (10) are fixedly connected with bevel protractor (6), and described first
The top side of support rod (3) is fixedly connected by bevel protractor (6) with first clamping plate (7), the top of the second support bar (10)
Portion side is fixedly connected by bevel protractor (6) with second clamping plate (9), fixed between the first clamping plate (7) and second clamping plate (9)
It is connected with sleeve (8), is provided with location hole (18) on the outer wall of the sleeve (8), is fixedly connected on the inner wall of the sleeve (8)
There are raised (12), the two sides of the sleeve (8) are fixedly connected with connecting shaft (13), and one end of the connecting shaft (13) passes through bearing
(17) it is rotatablely connected with adjusting head (16) one end, the other end for adjusting head (16) passes through twisted page (15) and twisted page axis (14)
One end is hinged, and the other end of the twisted page axis (14) is fixedly connected with the side of first clamping plate (7) and second clamping plate (9), described
The top other side spiral of first support bar (3) is connected with the first fixing bolt (5), and the top of the second support bar (10) is another
Side spiral is connected with the second fixing bolt (11).
2. angle when a kind of micropore stake according to claim 1 is driven piles limits device, it is characterised in that: described first is solid
The one end for determining bolt (5) is fixedly connected through first clamping plate (7) and adjusting head (16) with location hole (18), the described first fixed spiral shell
The junction of bolt (5) and location hole (18) is provided with fastening pad.
3. angle when a kind of micropore stake according to claim 1 is driven piles limits device, it is characterised in that: described second is solid
The one end for determining bolt (11) is fixedly connected through second clamping plate (9) and adjusting head (16) with location hole (18), and described second is fixed
The junction of bolt (11) and location hole (18) is provided with fastening pad.
4. angle when a kind of micropore stake according to claim 1 is driven piles limits device, it is characterised in that: the protrusion
(12) material is rubber or silica gel, and the protrusion (12) is provided with several, and the protrusion (12) is evenly distributed on sleeve
(8) on inner wall.
5. angle when a kind of micropore stake according to claim 1 is driven piles limits device, it is characterised in that: the connecting shaft
It (13) is cylindrical empty core structure, the material of the connecting shaft (13) is stainless steel, and the connecting shaft (13) is relative to adjusting head
It (16) is rotary structure.
6. angle when a kind of micropore stake according to claim 1 is driven piles limits device, it is characterised in that: the bevel protractor
It (6) is universal protractor, there are two bevel protractor (6) settings, and the bevel protractor (6) is relative to first clamping plate (7) and second
Clamping plate (9) is detachable structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811544416.4A CN109371967A (en) | 2018-12-17 | 2018-12-17 | A kind of angle when micropore stake is driven piles limits device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811544416.4A CN109371967A (en) | 2018-12-17 | 2018-12-17 | A kind of angle when micropore stake is driven piles limits device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109371967A true CN109371967A (en) | 2019-02-22 |
Family
ID=65374322
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811544416.4A Pending CN109371967A (en) | 2018-12-17 | 2018-12-17 | A kind of angle when micropore stake is driven piles limits device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109371967A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203613542U (en) * | 2013-11-15 | 2014-05-28 | 中交天航港湾建设工程有限公司 | Sinking device for batter piles in shallow sea reclamation area |
| CN206467656U (en) * | 2017-01-22 | 2017-09-05 | 北京爱地地质勘察基础工程公司 | Simple soil nailing manual pore-forming's angle controller |
| CN209293026U (en) * | 2018-12-17 | 2019-08-23 | 国网湖北省电力有限公司随州供电公司 | A kind of angle when micropore stake is driven piles limits device |
-
2018
- 2018-12-17 CN CN201811544416.4A patent/CN109371967A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203613542U (en) * | 2013-11-15 | 2014-05-28 | 中交天航港湾建设工程有限公司 | Sinking device for batter piles in shallow sea reclamation area |
| CN206467656U (en) * | 2017-01-22 | 2017-09-05 | 北京爱地地质勘察基础工程公司 | Simple soil nailing manual pore-forming's angle controller |
| CN209293026U (en) * | 2018-12-17 | 2019-08-23 | 国网湖北省电力有限公司随州供电公司 | A kind of angle when micropore stake is driven piles limits device |
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