CN106050131A - Snap-in special shape drill - Google Patents
Snap-in special shape drill Download PDFInfo
- Publication number
- CN106050131A CN106050131A CN201610646566.0A CN201610646566A CN106050131A CN 106050131 A CN106050131 A CN 106050131A CN 201610646566 A CN201610646566 A CN 201610646566A CN 106050131 A CN106050131 A CN 106050131A
- Authority
- CN
- China
- Prior art keywords
- sheave
- convex
- machine
- arbor
- mismatch
- 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- Withdrawn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
- 239000004568 cement Substances 0.000 claims abstract description 23
- 238000000034 method Methods 0.000 claims abstract description 13
- 238000004519 manufacturing process Methods 0.000 claims abstract description 11
- 239000002689 soil Substances 0.000 claims description 27
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000011083 cement mortar Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation 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
- 238000003756 stirring Methods 0.000 claims description 2
- 239000003643 water by type Substances 0.000 claims description 2
- 230000001360 synchronised effect Effects 0.000 claims 2
- 238000005516 engineering process Methods 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
- E21B7/00—Special methods or apparatus for drilling
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a snap-in special shape drill. In the working process, multiple concrete special shape piles arranged at the interval of one special shape pile are manufactured at first through the working method of the special shape drill for manufacturing concrete special shape piles, then, a cement special shape pile is manufactured in the space between every two adjacent concrete special shape piles through the working method of the special shape drill for manufacturing cement special shape piles, two staggered [-shaped convex edges at the right end of each cement special shape pile are matched with two staggered [-shaped grooves in the left end of the corresponding concrete special shape pile on the right side, two staggered [-shaped grooves in the left end of each cement special shape pile are matched with two staggered [-shaped convex edges at the right end of the corresponding concrete special shape pile on the left side, and therefore a mixed pile wall is formed through staggered [-shaped snap-in connection of the multiple concrete special shape piles and the cement special shape piles which are each located between every two adjacent concrete special shape piles.
Description
Technical field
The present invention relates to a kind of rig, the multiple shaped pile of the manufacture mutual snap-in shape used in a kind of foundation engineering
Become the snap-in abnormity rig of snap-in piling 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 of snap-in.
Summary of the invention
The invention provides a kind of can manufacture between the concrete profiled stake that multiple concrete profiled stakes are adjacent with each two
The mutual snap-in of soil cement shaped pile formed snap-in connect mixing piling wall snap-in abnormity rig.
The present invention is achieved through the following technical solutions:
Abnormity rig 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 first
The upper end of connecting plate, the middle upper portion of the first driving machine shell, the arbor of the first driving machine front end are fixed in the lower end of the first connecting plate
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 on
The upper end of the second connecting plate, the lower end of the second connecting plate is fixed on the middle upper portion of the second driving machine shell, 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 the soil cement shaped pile between the concrete profiled stake that multiple concrete profiled stake is adjacent with each two
Mutually " the mixing piling wall that the snap-in of (" shape connects, for gear soil, the antiseep on building basis for mismatch.
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 the snap-in that the mutual snap-in of multiple shaped pile is formed connects piling wall.
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 rig manufacture concrete profiled stake method of work be: during work grouting pump to first drive machine bottom,
Second drives the bottom of machine to irrigate water under high pressure respectively, and first drives machine to be driven by the rotation of front end arbor, and the most recessed " (" sheave is just
Turn, first drives machine to drive little recessed " reversion of (" sheave, the second driving machine turning by front end arbor by the rotation of rear end arbor
Dynamic drive that little convex " (" sheave inverts, and second drives machine to be driven by the rotation of rear end arbor, and the most convex " (" sheave rotates forward, the most recessed " ("
Sheave and little recessed " left end is cut into " (" connected in star, the most convex " (" sheave and little convex " (" of two mismatch in rotation by (" sheave
Sheave in rotation, right-hand member is cut into two mismatch " (" shape rib is convex, and along with being continuously added of water under high pressure, sheave is in rotation
Soil cutting got off stirs into mud with water, and mud flows out to outside hole from hole, and the device for exerting at vertical rod top had been pressed into
In journey formed left end with two mismatch " (" connected in star, right-hand member with two mismatch " hole that (" shape rib is convex, waters in hole
Build concrete, produce concrete profiled stake.
Abnormity rig manufacture soil cement shaped pile method of work be: during work grouting pump to first drive machine bottom,
The second bottom respectively grout injection driving machine, first drives machine to be driven by the rotation of front end arbor, and the most recessed " (" sheave is just
Turn, first drives machine to drive little recessed " reversion of (" sheave, the second driving machine turning by front end arbor by the rotation of rear end arbor
Dynamic drive that little convex " (" sheave inverts, and second drives machine to be driven by the rotation of rear end arbor, and the most convex " (" sheave rotates forward, the most recessed " ("
Sheave and little recessed " (" sheave in rotation, left end soil cutting and cement mortar are stirred into two mismatch " (" connected in star, the most convex
" (" sheave and little convex " (" sheave in rotation, right-hand member soil cutting and cement mortar are stirred into two mismatch " (" shape rib is convex,
The device for exerting at vertical rod top formed during being pressed into left end with two mismatch " (" connected in star, right-hand member are with two mistakes
" the soil cement shaped pile that (" shape rib is convex of mouth.
The soil cement that abnormity rig manufactures between the concrete profiled stake that multiple concrete profiled stakes are adjacent with each two is different
" work process of the mixing piling wall that the snap-in of (" shape connects is the mutual mismatch of shape stake: during work, first manufactures coagulation with abnormity rig
The method of work of soil shaped pile manufactures multiple concrete profiled stakes being respectively separated a shaped pile spacing, thereafter in each two phase
The method of work manufacturing soil cement shaped pile in the adjacent spacing between concrete profiled stake, with abnormity rig manufactures one respectively
Soil cement shaped pile, make each soil cement shaped pile right-hand member two mismatch " (" shape rib is convex, and to be fit to the right concrete profiled
Stake left end two mismatch " in (" connected in star, make each soil cement shaped pile left end two mismatch " (" connected in star coincide
In the left side two mismatch of concrete profiled stake right-hand member " (" shape rib is convex, is thusly-formed multiple concrete profiled stake and each two
The mutual mismatch of soil cement shaped pile " the mixing piling wall that the snap-in of (" shape connects between adjacent concrete profiled stake.
Claims (3)
1. a snap-in abnormity rig, 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 rig manufacture concrete profiled stake method of work be: during work grouting pump to first drive machine bottom,
Second drives the bottom of machine to irrigate water under high pressure respectively, and first drives machine to be driven by the rotation of front end arbor, and the most recessed " (" sheave is just
Turn, first drives machine to drive little recessed " reversion of (" sheave, the second driving machine turning by front end arbor by the rotation of rear end arbor
Dynamic drive that little convex " (" sheave inverts, and second drives machine to be driven by the rotation of rear end arbor, and the most convex " (" sheave rotates forward, the most recessed " ("
Sheave and little recessed " left end is cut into " (" connected in star, the most convex " (" sheave and little convex " (" of two mismatch in rotation by (" sheave
Sheave in rotation, right-hand member is cut into two mismatch " (" shape rib is convex, and along with being continuously added of water under high pressure, sheave is in rotation
Soil cutting got off stirs into mud with water, and mud flows out to outside hole from hole, and the device for exerting at vertical rod top had been pressed into
In journey formed left end with two mismatch " (" connected in star, right-hand member with two mismatch " hole that (" shape rib is convex, waters in hole
Build concrete, produce concrete profiled stake；
Described abnormity rig manufacture soil cement shaped pile method of work be: during work grouting pump to first drive machine bottom,
The second bottom respectively grout injection driving machine, first drives machine to be driven by the rotation of front end arbor, and the most recessed " (" sheave is just
Turn, first drives machine to drive little recessed " reversion of (" sheave, the second driving machine turning by front end arbor by the rotation of rear end arbor
Dynamic drive that little convex " (" sheave inverts, and second drives machine to be driven by the rotation of rear end arbor, and the most convex " (" sheave rotates forward, the most recessed " ("
Sheave and little recessed " (" sheave in rotation, left end soil cutting and cement mortar are stirred into two mismatch " (" connected in star, the most convex
" (" sheave and little convex " (" sheave in rotation, right-hand member soil cutting and cement mortar are stirred into two mismatch " (" shape rib is convex,
The device for exerting at vertical rod top formed during being pressed into left end with two mismatch " (" connected in star, right-hand member are with two mistakes
" the soil cement shaped pile that (" shape rib is convex of mouth；
The soil cement that described abnormity rig manufactures between the concrete profiled stake that multiple concrete profiled stakes are adjacent with each two is different
" work process of the mixing piling wall that the snap-in of (" shape connects is the mutual mismatch of shape stake: during work, first manufactures coagulation with abnormity rig
The method of work of soil shaped pile manufactures multiple concrete profiled stakes being respectively separated a shaped pile spacing, thereafter in each two phase
The method of work manufacturing soil cement shaped pile in the adjacent spacing between concrete profiled stake, with abnormity rig manufactures one respectively
Soil cement shaped pile, make each soil cement shaped pile right-hand member two mismatch " (" shape rib is convex, and to be fit to the right concrete profiled
Stake left end two mismatch " in (" connected in star, make each soil cement shaped pile left end two mismatch " (" connected in star coincide
In the left side two mismatch of concrete profiled stake right-hand member " (" shape rib is convex, is thusly-formed multiple concrete profiled stake and each two
The mutual mismatch of soil cement shaped pile " the mixing piling wall that the snap-in of (" shape connects between adjacent concrete profiled stake.
Snap-in abnormity rig the most according to claim 1, it is characterised in that: described first drives one end of machine to be provided with gear
Changement, thus first drives the arbor synchronous backward at two ends to rotate when driving machine work.
Snap-in abnormity rig the most according to claim 1, it is characterised in that: described second drives one end of machine to be provided with gear
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 |
|---|---|---|---|
| CN201610646566.0A CN106050131A (en) | 2016-08-10 | 2016-08-10 | Snap-in special shape drill |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610646566.0A CN106050131A (en) | 2016-08-10 | 2016-08-10 | Snap-in special shape drill |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106050131A true CN106050131A (en) | 2016-10-26 |
Family
ID=57480654
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610646566.0A Withdrawn CN106050131A (en) | 2016-08-10 | 2016-08-10 | Snap-in special shape drill |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106050131A (en) |
-
2016
- 2016-08-10 CN CN201610646566.0A patent/CN106050131A/en not_active Withdrawn
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20161026 |
|
| WW01 | Invention patent application withdrawn after publication |