CN106245637A - Snap-in abnormity bores and stirs machine - Google Patents
Snap-in abnormity bores and stirs machine Download PDFInfo
- Publication number
- CN106245637A CN106245637A CN201610646554.8A CN201610646554A CN106245637A CN 106245637 A CN106245637 A CN 106245637A CN 201610646554 A CN201610646554 A CN 201610646554A CN 106245637 A CN106245637 A CN 106245637A
- Authority
- CN
- China
- Prior art keywords
- sheave
- convex
- machine
- mismatch
- arbor
- 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- Withdrawn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
- 238000003756 stirring Methods 0.000 title claims abstract description 12
- 239000002689 soil Substances 0.000 claims abstract description 23
- 239000004568 cement Substances 0.000 claims abstract description 14
- 238000004519 manufacturing process Methods 0.000 claims abstract description 6
- 238000000034 method Methods 0.000 claims abstract description 3
- 239000011083 cement mortar Substances 0.000 claims description 4
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000001360 synchronised effect Effects 0.000 claims 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
- E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
nullA kind of snap-in abnormity bores and stirs machine，During work，First drives machine to drive the most recessed " (" sheave rotating forward by the rotation of front end arbor，First drives machine to drive little recessed " (" sheave reversion by the rotation of rear end arbor，Second drives machine to drive little convex " (" sheave reversion by the rotation of front end arbor，The device for exerting at vertical rod top forms left end " (" connected in star with two mismatch during being pressed into、Right-hand member is with " the soil cement shaped pile that (" shape rib is convex of two mismatch，Same method is used to manufacture the soil cement shaped pile of multiple mutual eye-splices，Make " convex " in (" connected in star of two mismatch being fit to the right shaped pile left end of (" shape rib of two mismatch of each soil cement shaped pile right-hand member，Make each soil cement shaped pile left end two mismatch " (" connected in star be fit to left side shaped pile right-hand member two mismatch " (" shape rib is convex，It is thusly-formed the multiple mutual mismatch of soil cement shaped pile " cement-soil pile of (" shape snap-in.
Description
Technical field
The present invention relates to a kind of boring and stir machine, the manufacture mutual snap-in of multiple shaped pile used in a kind of foundation engineering
The snap-in abnormity brill forming snap-in piling wall stirs machine.
Background technology
At present, the piling wall being used for Foundation Anti-seepage in foundation engineering is all to connect by the way of multiple pile bodies are connected by vertical masonry joint
Being connected into wall, the infiltration of vertical masonry joint junction is serious and multiple pile body can not be connected as an entirety by the form of snap-in.
Summary of the invention
The invention provides a kind of snap-in abnormity brill that can manufacture multiple shaped piles mutual snap-in formation snap-in piling wall and stir machine.
The present invention is achieved through the following technical solutions:
Abnormity bores and stirs machine and include following structure: cross bar middle upper portion is fixed in vertical rod lower end, and the left end bottom of cross bar is fixed on the
The upper end of one connecting plate, the middle upper portion of the first driving machine shell, the machine of the first driving machine front end are fixed in the lower end of the first connecting plate
Axle be fixed with the most recessed " (" sheave, first drive machine rear end arbor be fixed with little recessed " (" sheave；The right-hand member bottom of cross bar is fixed
In the upper end of the second connecting plate, the middle upper portion of the second driving machine shell is fixed in the lower end of the second connecting plate, and second drives machine front end
Arbor be fixed with little convex " (" sheave, second drive machine rear end arbor be fixed with the most convex " (" sheave.
The present invention has a following feature:
The present invention can manufacture multiple mutual mismatch of soil cement shaped pile, and " cement-soil pile of (" shape snap-in, for building basis
Gear soil, antiseep.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of the present invention；
Fig. 2 is the rearview of the present invention；
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the cross-sectional view of the snap-in piling wall that the mutual snap-in of multiple shaped pile is formed.
In figure: 1, vertical rod, 2, cross bar, the 3, first connecting plate, the 4, second connecting plate, 5, the most recessed " (" sheave, 6, the most convex " (" sheave,
7, little recessed " (" sheave, 8, little convex " (" sheave, 9, first drives machine, and 10, second drives machine, 11, cutting knife, 12, arbor.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes the structure in Fig. 1, Fig. 2, Fig. 3；Vertical rod 1 time
End is fixed on cross bar 2 middle upper portion, and the upper end of the first connecting plate 3 is fixed in the left end bottom of cross bar, and the lower end of the first connecting plate is fixed
In the first middle upper portion driving machine 9 shell, first drives the arbor 12 of machine front end to be fixed with the most recessed " (" sheave 5, the first driving
The arbor of machine rear end is fixed with little recessed " (" sheave 7；The upper end of the second connecting plate 4 is fixed in the right-hand member bottom of cross bar, the second connecting plate
The middle upper portion of the second driving machine 10 shell is fixed in lower end, second drive the arbor of machine front end be fixed with little convex " (" sheave 8,
Second drives the arbor of machine rear end to be fixed with the most convex " (" sheave 6.
It is described that the most recessed " circumference of (" sheave is with " (" connected in star, the surface of groove is provided with multiple cutting knife 11.
It is described that little recessed " circumference of (" sheave is with " (" connected in star, the surface of groove is provided with multiple cutting knife 11.
It is described that the most convex " circumference of (" sheave is with " (" shape rib is convex, and the convex surface of rib is provided with multiple cutting knife 11.
It is described that little convex " circumference of (" sheave is with " (" shape rib is convex, and the convex surface of rib is provided with multiple cutting knife 11.
First drives one end of machine to be provided with gear wheel reversing mechanism, and the arbor thus driving two ends during the first driving machine work is same
Step rotates backward.
Second drives one end of machine to be provided with gear wheel reversing mechanism, and the arbor thus driving two ends during the second driving machine work is same
Step rotates backward.
Abnormity bores and stirs machine and be also equipped with grouting pump, and during work, grouting pump drives the bottom of machine, second drives machine first
Bottom difference grout injection, first drives machine to drive the most recessed " rotating forward of (" sheave, the first driving machine by the rotation of front end arbor
Little recessed " reversion of (" sheave, rotation driving little convex " (" by front end arbor of the second driving machine is driven by the rotation of rear end arbor
Sheave inverts, and second drives machine to drive the most convex " rotating forward of (" sheave, the most recessed " (" sheave and little recessed " (" by the rotation of rear end arbor
Left end soil cutting and cement mortar are stirred into " (" connected in star, the most convex " (" sheave and little convex of two mismatch in rotation by sheave
" (" sheave in rotation, right-hand member soil cutting and cement mortar are stirred into two mismatch " (" shape rib is convex, the pressure at vertical rod top
Device formed during being pressed into left end with two mismatch " (" connected in star, right-hand member with two mismatch " (" shape rib is convex
Soil cement shaped pile, uses same method to manufacture the soil cement shaped pile of multiple mutual snap-ins, makes each soil cement shaped pile
Two mismatch of right-hand member " (" shape rib is convex be fit to the right shaped pile left end two mismatch " in (" connected in star, make each water
Two mismatch of earth shaped pile left end " (" connected in star be fit to left side shaped pile right-hand member two mismatch " (" shape rib is convex,
It is thusly-formed the multiple mutual mismatch of soil cement shaped pile " cement-soil pile of (" shape snap-in.
Claims (3)
1. snap-in abnormity bores and stirs a machine, and its structure includes: cross bar (2) middle upper portion is fixed in vertical rod (1) lower end, and its feature exists
In: the upper end of the first connecting plate (3) is fixed in the left end bottom of described cross bar, and the first driving machine is fixed in the lower end of the first connecting plate
(9) middle upper portion of shell, first drives the arbor (12) of machine front end to be fixed with the most recessed " (" sheave (5), the first driving machine rear end
Arbor be fixed with little recessed " (" sheave (7)；The upper end of the second connecting plate (4) is fixed in the right-hand member bottom of cross bar, under the second connecting plate
End is fixed on the middle upper portion of the second driving machine (10) shell, and second drives the arbor of machine front end to be fixed with little convex " (" sheave
(8), second the arbor of machine rear end is driven to be fixed with the most convex " (" sheave (6)；
It is described that the most recessed " circumference of (" sheave is with " (" connected in star, the surface of groove is provided with multiple cutting knife (11)；
It is described that little recessed " circumference of (" sheave is with " (" connected in star, the surface of groove is provided with multiple cutting knife (11)；
It is described that the most convex " circumference of (" sheave is with " (" shape rib is convex, and the convex surface of rib is provided with multiple cutting knife (11)；
It is described that little convex " circumference of (" sheave is with " (" shape rib is convex, and the convex surface of rib is provided with multiple cutting knife (11)；
Described abnormity bores and stirs machine and be also equipped with grouting pump, and during work, grouting pump drives the bottom of machine, second drives machine first
Bottom difference grout injection, first drives machine to drive the most recessed " rotating forward of (" sheave, the first driving machine by the rotation of front end arbor
Little recessed " reversion of (" sheave, rotation driving little convex " (" by front end arbor of the second driving machine is driven by the rotation of rear end arbor
Sheave inverts, and second drives machine to drive the most convex " rotating forward of (" sheave, the most recessed " (" sheave and little recessed " (" by the rotation of rear end arbor
Left end soil cutting and cement mortar are stirred into " (" connected in star, the most convex " (" sheave and little convex of two mismatch in rotation by sheave
" (" sheave in rotation, right-hand member soil cutting and cement mortar are stirred into two mismatch " (" shape rib is convex, the pressure at vertical rod top
Device formed during being pressed into left end with two mismatch " (" connected in star, right-hand member with two mismatch " (" shape rib is convex
Soil cement shaped pile, uses same method to manufacture the soil cement shaped pile of multiple mutual snap-ins, makes each soil cement shaped pile
Two mismatch of right-hand member " (" shape rib is convex be fit to the right shaped pile left end two mismatch " in (" connected in star, make each water
Two mismatch of earth shaped pile left end " (" connected in star be fit to left side shaped pile right-hand member two mismatch " (" shape rib is convex,
It is thusly-formed the multiple mutual mismatch of soil cement shaped pile " cement-soil pile of (" shape snap-in.
Snap-in abnormity the most according to claim 1 bores and stirs machine, it is characterised in that: described first drives one end of machine to be provided with tooth
Wheel changement, thus first drives the arbor synchronous backward at two ends to rotate when driving machine work.
Snap-in abnormity the most according to claim 1 bores and stirs machine, it is characterised in that: described second drives one end of machine to be provided with tooth
Wheel changement, thus second drives the arbor synchronous backward at two ends to rotate when driving machine work.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610646554.8A CN106245637A (en) | 2016-08-10 | 2016-08-10 | Snap-in abnormity bores and stirs machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610646554.8A CN106245637A (en) | 2016-08-10 | 2016-08-10 | Snap-in abnormity bores and stirs machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106245637A true CN106245637A (en) | 2016-12-21 |
Family
ID=58077628
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610646554.8A Withdrawn CN106245637A (en) | 2016-08-10 | 2016-08-10 | Snap-in abnormity bores and stirs machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106245637A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114875890A (en) * | 2022-05-23 | 2022-08-09 | 中铁二十局集团第一工程有限公司 | Method for improving integrity of double-row narrow-distance ground wall grooving by adopting auxiliary well points |
-
2016
- 2016-08-10 CN CN201610646554.8A patent/CN106245637A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114875890A (en) * | 2022-05-23 | 2022-08-09 | 中铁二十局集团第一工程有限公司 | Method for improving integrity of double-row narrow-distance ground wall grooving by adopting auxiliary well points |
| CN114875890B (en) * | 2022-05-23 | 2023-09-12 | 中铁二十局集团第一工程有限公司 | Method for improving double-row narrow-distance earth wall grooving integrity by adopting auxiliary well points |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106088076A (en) | Concavo-convex connect button rig | |
| CN106193024A (en) | Concavo-convex joint rig | |
| CN106193021A (en) | Concavo-convex interlocking rig | |
| CN106049486A (en) | Joint V-shaped drilling and stirring machine | |
| CN106149708A (en) | Concavo-convex snap-in rig | |
| CN106088078A (en) | Snap-in Y shape rig | |
| CN106065621A (en) | Interlocking Y shape rig | |
| CN106193023A (en) | Engage Y shape rig | |
| CN106088077A (en) | Connect button Y shape rig | |
| CN106245637A (en) | Snap-in abnormity bores and stirs machine | |
| CN106088070A (en) | Eye-splice abnormity bores and stirs machine | |
| CN106088069A (en) | Occlusion abnormity bores and stirs machine | |
| CN106284319A (en) | Snap fastener abnormity bores and stirs machine | |
| CN105696585A (en) | Jointing device for octagonal piles and n-shaped piles | |
| CN105569023A (en) | Circular arc socket connection device of cross-shaped piles and circular piles | |
| CN106088068A (en) | Occlusion abnormity boring machine | |
| CN106120719A (en) | Eye-splice abnormity boring machine | |
| CN106120718A (en) | Snap-in abnormity boring machine | |
| CN106245638A (en) | Eye-splice abnormity rig | |
| CN105862805A (en) | Double-end convex rectangular pile forming machine | |
| CN105862744A (en) | Convex arc buckle stirring pile machine | |
| CN105821858A (en) | Machine for forming double-end concave rectangular piles | |
| CN106223330A (en) | Occlusion abnormity rig | |
| CN106050131A (en) | Snap-in special shape drill | |
| CN105442585A (en) | Stirring pile machine for square and round combination piles |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20161221 |