CN106088068A - Occlusion abnormity boring machine - Google Patents
Occlusion abnormity boring machine Download PDFInfo
- Publication number
- CN106088068A CN106088068A CN201610646553.3A CN201610646553A CN106088068A CN 106088068 A CN106088068 A CN 106088068A CN 201610646553 A CN201610646553 A CN 201610646553A CN 106088068 A CN106088068 A CN 106088068A
- 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- Withdrawn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
- 238000004519 manufacturing process Methods 0.000 claims abstract description 8
- 238000000034 method Methods 0.000 claims abstract description 3
- 238000005520 cutting process Methods 0.000 claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 238000003756 stirring Methods 0.000 claims description 2
- 230000001360 synchronised effect Effects 0.000 claims 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 208000002193 Pain Diseases 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 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
-
- 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
- E02D2250/00—Production methods
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
nullA kind of occlusion abnormity boring 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，Second drives machine to drive the most convex " ［ " sheave rotating forward by the rotation of rear end arbor，Produce concrete profiled stake，Same method is used to manufacture the concrete profiled stake 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 concrete profiled stake right-hand member，Make each concrete profiled stake 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 multiple mutual mismatch of concrete profiled stake " concrete pile wall of ［ " shape occlusion.
Description
Technical field
The present invention relates to a kind of boring machine, the multiple shaped pile of manufacture used in a kind of foundation engineering is mutually twisted
Form the occlusion abnormity boring machine of occluding pile wall.
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 being engaged.
Summary of the invention
The invention provides a kind of energy multiple concrete profiled stakes of manufacture and be mutually twisted stinging of formation occlusion concrete pile wall
Close abnormity boring machine.
The present invention is achieved through the following technical solutions:
Abnormity boring machine includes 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 concrete profiled stake, and " concrete pile wall of ［ " shape occlusion, 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 that multiple shaped pile is mutually twisted the occluding pile wall of formation.
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 boring machine is also equipped with grouting pump, and during work, grouting pump drives the bottom of machine, second drives machine first
Bottom irrigates water under high pressure respectively, and 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 is cut into " ［ " connected in star, the most convex " ［ " sheave and little convex " ［ " sheave is in rotation of two mismatch in rotation by sheave
Right-hand member is cut into two mismatch " ［ " shape rib is convex, and along with being continuously added of water under high pressure, cutting is got off in rotation by sheave
Soil stirs into mud with water, and mud flows out to outside hole from hole, and the device for exerting at vertical rod top forms left end during being pressed into
With two mismatch " ［ " connected in star, right-hand member with two mismatch " hole that ［ " shape rib is convex, casting concrete in hole, manufacture
Go out concrete profiled stake, use same method to manufacture multiple concrete profiled stakes being mutually twisted, make each concrete profiled
Two mismatch of stake right-hand member " convex two mismatch being fit to the concrete profiled stake left end in the right of ［ " shape rib " in ［ " connected in star,
Make each concrete profiled stake left end two mismatch " ［ " connected in star is fit to two mistakes of the concrete profiled stake in left side right-hand member
Mouthful " ［ " shape rib is convex, be thusly-formed multiple mutual mismatch of concrete profiled stake " ［ " shape occlusion concrete pile wall.
Claims (3)
1. occlusion abnormity a boring machine, its structure includes: vertical rod 1) and lower end be fixed on cross bar 2) middle upper portion, its feature exists
Be fixed in: the left end bottom of described cross bar the first connecting plate 3) and upper end, the lower end of the first connecting plate be fixed on the first driving machine
9) middle upper portion of shell, first drive machine front end arbor 12) and be fixed with the most recessed " ［ " sheave 5), first drive machine rear end
Arbor be fixed with little recessed " ［ " sheave 7)；The right-hand member bottom of cross bar be fixed on the second connecting plate 4) and upper end, under the second connecting plate
End be fixed on the second driving machine 10) middle upper portion of shell, second drive the arbor of machine front end be fixed with little convex " ［ " sheave
8), second drive machine rear end arbor be fixed with the most convex " ［ " sheave 6)；
Described the most recessed " circumference of ［ " sheave with " ［ " connected in star, the surface of groove be provided with multiple cutting knife 11)；
Described little recessed " circumference of ［ " sheave with " ［ " connected in star, the surface of groove be provided with multiple cutting knife 11)；
Described the most convex " circumference of ［ " sheave with " ［ " shape rib is convex, the convex surface of rib be provided with multiple cutting knife 11)；
Described little convex " circumference of ［ " sheave with " ［ " shape rib is convex, the convex surface of rib be provided with multiple cutting knife 11)；
Described abnormity boring machine is also equipped with grouting pump, and during work, grouting pump drives the bottom of machine, second drives machine first
Bottom irrigates water under high pressure respectively, and 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 is cut into " ［ " connected in star, the most convex " ［ " sheave and little convex " ［ " sheave is in rotation of two mismatch in rotation by sheave
Right-hand member is cut into two mismatch " ［ " shape rib is convex, and along with being continuously added of water under high pressure, cutting is got off in rotation by sheave
Soil stirs into mud with water, and mud flows out to outside hole from hole, and the device for exerting at vertical rod top forms left end during being pressed into
With two mismatch " ［ " connected in star, right-hand member with two mismatch " hole that ［ " shape rib is convex, casting concrete in hole, manufacture
Go out concrete profiled stake, use same method to manufacture multiple concrete profiled stakes being mutually twisted, make each concrete profiled
Two mismatch of stake right-hand member " convex two mismatch being fit to the concrete profiled stake left end in the right of ［ " shape rib " in ［ " connected in star,
Make each concrete profiled stake left end two mismatch " ［ " connected in star is fit to two mistakes of the concrete profiled stake in left side right-hand member
Mouthful " ［ " shape rib is convex, be thusly-formed multiple mutual mismatch of concrete profiled stake " ［ " shape occlusion concrete pile wall.
Occlusion abnormity boring machine the most according to claim 1, 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.
Occlusion abnormity boring machine the most according to claim 1, 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 |
|---|---|---|---|
| CN201610646553.3A CN106088068A (en) | 2016-08-10 | 2016-08-10 | Occlusion abnormity boring machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610646553.3A CN106088068A (en) | 2016-08-10 | 2016-08-10 | Occlusion abnormity boring machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106088068A true CN106088068A (en) | 2016-11-09 |
Family
ID=57455888
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610646553.3A Withdrawn CN106088068A (en) | 2016-08-10 | 2016-08-10 | Occlusion abnormity boring machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106088068A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106906830A (en) * | 2017-04-06 | 2017-06-30 | 郑丹 | A kind of oval foundation pit support plan |
-
2016
- 2016-08-10 CN CN201610646553.3A patent/CN106088068A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106906830A (en) * | 2017-04-06 | 2017-06-30 | 郑丹 | A kind of oval foundation pit support plan |
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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: 20161109 |