CN107034937A - Bore the technical scheme for digging standby construction diaphram wall - Google Patents
Bore the technical scheme for digging standby construction diaphram wall Download PDFInfo
- Publication number
- CN107034937A CN107034937A CN201710268330.2A CN201710268330A CN107034937A CN 107034937 A CN107034937 A CN 107034937A CN 201710268330 A CN201710268330 A CN 201710268330A CN 107034937 A CN107034937 A CN 107034937A
- Authority
- CN
- China
- Prior art keywords
- circular rings
- wall
- gear
- round buckle
- buckle sheet
- 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- Withdrawn
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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
- E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/08—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with digging wheels turning round an axis
-
- 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
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
It is a kind of to bore the technical scheme for digging standby construction diaphram wall, multiple pairs of round buckle sheet piles are sunk into underground with double round buckle sheet pile pile-sinking machines, the distance for digging wall is bored between the adjacent double round buckle sheet piles of each two at a distance of one, back-up is dug with brill between the adjacent double round buckle sheet piles of each two and does not manufacture a brill digging wall, make two external arcs of two recessed double round buckle sheet piles in semicircle difference snapping left and right ends of each brill Wa Qiang left and right ends, the buckle on double round buckle sheet pile both sides is buckled into the right and left respectively and bore the crack for digging wall, it is consequently formed double round buckle sheet piles and bores and digs the diaphram wall that wall is locked together.
Description
Technical field
Standby construction diaphram wall is dug the present invention relates to a kind of technical scheme of diaphram wall, particularly a kind of bore
Technical scheme.
Background technology
At present, the diaphram wall continuity of the joint of other forms is not strong.
The content of the invention
A kind of bore that brill digging wall is mutually latched is dug under standby construction ground continuously the invention provides a kind of pair of round buckle sheet pile
The technical scheme of wall.
The present invention is achieved through the following technical solutions：
A kind of to bore the technical scheme for digging standby construction diaphram wall, being related to the equipment of this scheme includes double round buckle sheet pile pile-sinking machines
Dug with brill standby.
Double round buckle sheet piles are that section is the pile body of double circles, both sides difference one block of buckle of adjunction of pile body.
Brill, which digs standby structure, to be included：Bore digging bar lower end and be fixed with headkerchief, headkerchief lower end is fixed with the first supporting plate, first
Supporting plate lower end is fixed with the second supporting plate, and the second supporting plate consolidates the top on the top of the second circular rings and the 4th circular rings
It is fixed；First ring gear, the first circle are fixed in the periphery of second circular rings provided with first circular rings, the inner ring of the first circular rings
The outer ring of shape ring fixes multiple recessed circles and digs plate；The periphery of 4th circular rings provided with the 3rd circular rings, the 3rd circular rings it is interior
Circle fixes second ring gear, and the outer ring of the 3rd circular rings fixes multiple recessed circles and digs plate；The bottom of second circular rings and the 4th circle
The bottom of shape ring is fixed and the first motor and the second motor is fixed with a hatchcover, hatchcover, and the first of the first motor bores
First gear is installed, first gear engages and is provided with second gear on the first ring gear, the second auger spindle of the second motor on axle,
Second gear engages the second ring gear；Hatchcover top sets one to contain bucket.
Bore to dig and be for the technical scheme of construction diaphram wall：To be many with double round buckle sheet pile pile-sinking machines in design attitude
Individual pair of round buckle sheet pile sinks to the distance bored between underground, the adjacent double round buckle sheet piles of each two at a distance of one and dig wall, in each two
Dug between adjacent double round buckle sheet piles with brill back-up do not manufacture one bore dig wall, make two of each brill Wa Qiang left and right ends it is recessed
Two external arcs of the double round buckle sheet piles in semicircle difference snapping left and right ends, make the buckle on double round buckle sheet pile both sides buckle into left and right respectively
The crack for digging wall is bored on both sides, is consequently formed double round buckle sheet piles and is bored and digs the diaphram wall that wall is locked together.
The invention has the advantages that：
The present invention, which can manufacture double round buckle sheet piles and bore, digs the diaphram wall that wall is locked together.
Brief description of the drawings
The present invention is further illustrated below in conjunction with the accompanying drawings：
Fig. 1 digs standby front view to bore；
Fig. 2 digs standby rearview to bore；
Fig. 3 is Fig. 1 A-A views；
Fig. 4 is Fig. 1 B-B views；
Fig. 5 is the sectional view that double round buckle sheet piles dig wall lock with boring.
In figure：1st, bore and dig bar, 2, headkerchief, the 3, first supporting plate, 4, hatchcover, the 5, first circular rings, the 6, second circular rings, 7,
Recessed circle digs plate, and 9, contain bucket, the 10, second supporting plate, the 11, first auger spindle, 12, first gear, the 13, the 3rd supporting plate, the 14, the 4th
Supporting plate, the 15, the 3rd circular rings, the 16, the 4th circular rings, 17, second gear, the 18, second auger spindle, the 19, first ring gear, 20,
Two ring gears, the 21, first motor, the 22, second motor.
Embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, and the embodiment digs standby including double round buckle sheet pile pile-sinking machines and brill.
Double round buckle sheet piles are that section is the pile body of double circles, both sides difference one block of buckle of adjunction of pile body.
Brill, which digs standby structure, to be included：Bore digging bar 1 lower end and be fixed with headkerchief 2, headkerchief lower end is fixed with the first supporting plate 3,
First supporting plate lower end is fixed with the second supporting plate 10, and the second supporting plate is by the top of the second circular rings 6 and the 4th circular rings 16
Top fix；First tooth is fixed in the periphery of second circular rings provided with first circular rings 5, the inner ring of the first circular rings
Ring 19, the outer ring of the first circular rings fixes multiple recessed circles and digs plate 7；The periphery of 4th circular rings is provided with the 3rd circular rings 15,
The inner ring of 3rd circular rings fixes second ring gear 20, and the outer ring of the 3rd circular rings fixes multiple recessed circles and digs plate；Second is circular
The bottom of ring and the bottom of the 4th circular rings, which are fixed, is fixed with the first motor 21 and the second motor in a hatchcover 4, hatchcover
22, first gear 12 is installed, first gear engages the first ring gear, the second motor on first auger spindle 11 of the first motor
Second gear 17 is installed, second gear engages the second ring gear on second auger spindle；Hatchcover top sets one to contain bucket 9.
The left part of second circular rings and the left part of the 4th circular rings are fixed by the 3rd supporting plate 13.
The right part of second circular rings and the right part of the 4th circular rings are fixed by the 4th supporting plate 14.
The circular arc for boring the circular arc and double round buckle sheet pile pile body surfaces that dig standby recessed circle digging plate is fastened.
The course of work for boring digging device fabrication brill digging wall is that the first motor drives the positive hour hands rotation of first gear, first
Gear drives the first ring gear and the positive hour hands rotation of the first circular rings, and the second motor driving second gear rotates counterclockwise, and second
Gear drives the second ring gear and the 3rd circular rings to rotate counterclockwise, and the recessed circle in the first circular rings is dug in plate and the 3rd circular rings
Recessed circle digs plate and cut the earth in rotation, earth material through Sheng bucket it is suitable for reading when, earth material is dropped in Sheng bucket, is contained after bucket completely struggles against, by
Equipment is mentioned outside slotted eye by boring digging bar, unloads soil, after unsnatching, equipment is turned again in slotted eye, continues to excavate, after the completion of, pour into
Underwater concrete, produces the brill digging wall that two ends are respectively provided with two recessed semicircles.
Bore to dig and be for the technical scheme of construction diaphram wall：To be many with double round buckle sheet pile pile-sinking machines in design attitude
Individual pair of round buckle sheet pile sinks to the distance bored between underground, the adjacent double round buckle sheet piles of each two at a distance of one and dig wall, in each two
Dug between adjacent double round buckle sheet piles with brill back-up do not manufacture one bore dig wall, make two of each brill Wa Qiang left and right ends it is recessed
Two external arcs of the double round buckle sheet piles in semicircle difference snapping left and right ends, make the buckle on double round buckle sheet pile both sides buckle into left and right respectively
The crack for digging wall is bored on both sides, is consequently formed double round buckle sheet piles and is bored and digs the diaphram wall that wall is locked together.
Claims (1)
1. a kind of bore the technical scheme for digging standby construction diaphram wall, being related to the equipment of this scheme includes double round buckle sheet pile pile sinking
Machine and brill dig standby；
Described pair of round buckle sheet pile is that section is the pile body of double circles, both sides difference one block of buckle of adjunction of pile body；
The brill, which digs standby structure, to be included：Bore and dig bar（1）Lower end is fixed with headkerchief（2）, headkerchief lower end is fixed with the first support
Plate（3）, the first supporting plate lower end is fixed with the second supporting plate（10）, the second supporting plate is by the second circular rings（6）Top and
Four circular rings（16）Top fix；The periphery of second circular rings is provided with first circular rings（5）, the inner ring of the first circular rings
Fix first ring gear（19）, the outer ring of the first circular rings fixes multiple recessed circles and digs plate（7）；The periphery of 4th circular rings is provided with
One the 3rd circular rings（15）, the inner ring of the 3rd circular rings fixes second ring gear（20）, the outer ring of the 3rd circular rings is fixed
Multiple recessed circles dig plate；A hatchcover is fixed in the bottom of second circular rings and the bottom of the 4th circular rings（4）, is fixed with hatchcover
One motor（21）With the second motor（22）, the first auger spindle of the first motor（11）On first gear is installed（12）, the
One gear engages and is provided with second gear on the first ring gear, the second auger spindle of the second motor（17）, second gear engagement second
Ring gear；Hatchcover top sets one to contain bucket（9）；
The course of work for boring digging device fabrication brill digging wall is that the first motor drives the positive hour hands rotation of first gear, first
Gear drives the first ring gear and the positive hour hands rotation of the first circular rings, and the second motor driving second gear rotates counterclockwise, and second
Gear drives the second ring gear and the 3rd circular rings to rotate counterclockwise, and the recessed circle in the first circular rings is dug in plate and the 3rd circular rings
Recessed circle digs plate and cut the earth in rotation, earth material through Sheng bucket it is suitable for reading when, earth material is dropped in Sheng bucket, is contained after bucket completely struggles against, by
Equipment is mentioned outside slotted eye by boring digging bar, unloads soil, after unsnatching, equipment is turned again in slotted eye, continues to excavate, after the completion of, pour into
Underwater concrete, produces the brill digging wall that two ends are respectively provided with two recessed semicircles；
The brill digs the standby technical scheme for constructing diaphram wall：To be many with double round buckle sheet pile pile-sinking machines in design attitude
Individual pair of round buckle sheet pile sinks to the distance bored between underground, the adjacent double round buckle sheet piles of each two at a distance of one and dig wall, in each two
Dug between adjacent double round buckle sheet piles with brill back-up do not manufacture one bore dig wall, make two of each brill Wa Qiang left and right ends it is recessed
Two external arcs of the double round buckle sheet piles in semicircle difference snapping left and right ends, make the buckle on double round buckle sheet pile both sides buckle into left and right respectively
The crack for digging wall is bored on both sides, is consequently formed double round buckle sheet piles and is bored and digs the diaphram wall that wall is locked together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710268330.2A CN107034937A (en) | 2017-04-22 | 2017-04-22 | Bore the technical scheme for digging standby construction diaphram wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710268330.2A CN107034937A (en) | 2017-04-22 | 2017-04-22 | Bore the technical scheme for digging standby construction diaphram wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107034937A true CN107034937A (en) | 2017-08-11 |
Family
ID=59535849
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710268330.2A Withdrawn CN107034937A (en) | 2017-04-22 | 2017-04-22 | Bore the technical scheme for digging standby construction diaphram wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107034937A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107657886A (en) * | 2017-11-24 | 2018-02-02 | 庞中聪 | One kind teaching apparatus |
-
2017
- 2017-04-22 CN CN201710268330.2A patent/CN107034937A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107657886A (en) * | 2017-11-24 | 2018-02-02 | 庞中聪 | One kind teaching apparatus |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20170811 |
|
| WW01 | Invention patent application withdrawn after publication |