CN107090824A - The arrangement and method for construction of jet-grouted anchor pile break adrift subterranean wall - Google Patents
The arrangement and method for construction of jet-grouted anchor pile break adrift subterranean wall Download PDFInfo
- Publication number
- CN107090824A CN107090824A CN201710336225.8A CN201710336225A CN107090824A CN 107090824 A CN107090824 A CN 107090824A CN 201710336225 A CN201710336225 A CN 201710336225A CN 107090824 A CN107090824 A CN 107090824A
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- CN
- China
- Prior art keywords
- spinning roller
- chain
- spin axis
- endless
- recess
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- 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.)
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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
- E02D5/18—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
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A kind of arrangement and method for construction of jet-grouted anchor pile break adrift subterranean wall, the arrangement and method for construction device therefor includes jet-grouted anchor pile equipment and underground wall equipment, the multistage subterranean wall that two ends are respectively provided with four recesses is produced with underground wall equipment, by four adjacent mutual pairings of recess, manufacture a jet-grouted anchor pile respectively with jet-grouted anchor pile equipment in the recess of each pairing, multistage subterranean wall is subjected to break adrift with jet-grouted anchor pile.
Description
Technical field
The present invention relates to a kind of arrangement and method for construction of subterranean wall, particularly a kind of jet-grouted anchor pile connects multistage subterranean wall break adrift
Jet-grouted anchor pile break adrift subterranean wall arrangement and method for construction.
Background technology
The form that the subterranean wall of other forms is all connected using vertical masonry joint, it is impossible to carry out break adrift connection.
The content of the invention
A kind of connect multistage subterranean wall break adrift the invention provides jet-grouted anchor pile jet-grouted anchor pile break adrift subterranean wall is applied
Work scheme.
The present invention is achieved through the following technical solutions：
A kind of arrangement and method for construction of jet-grouted anchor pile break adrift subterranean wall, the arrangement and method for construction device therefor includes jet-grouted anchor pile equipment and ground
Lower wall equipment, the structure of the underground wall equipment includes：Guide pillar and the oil pressure oil cylinder A on guide pillar both sides, oil pressure oil cylinder B；
The guide pillar lower end is respectively articulated with pull bar A upper end and pull bar B upper end by hinge pin；
The lower end of the pull bar A is fixed in the middle of girder A, and girder A left end, which is fixed with, turns beam A, and the left end for turning beam A sets rotation
Spinning roller A is installed at axle A, spin axis A rear portion, and the anterior of spin axis A installs spinning roller B；Girder A right-hand member, which is fixed with, turns beam D, turns beam D's
Right-hand member sets spin axis D, and spinning roller F is installed at spin axis D rear portion, and the anterior of spin axis D installs spinning roller G；
The lower end of the pull bar B is fixed in the middle of girder B, and girder B left end, which is fixed with, turns beam B, and the left end for turning beam B sets rotation
Spinning roller C is installed at axle B, spin axis B rear portion, and the anterior of spin axis B installs spinning roller D；Girder B right-hand member, which is fixed with, turns beam C, turns beam C's
Right-hand member sets spin axis C, and spinning roller H is installed at spin axis C rear portion, and the anterior of spin axis C installs spinning roller E；
The periphery that the periphery of the spinning roller A and spinning roller F are wound with an endless-chain A, spinning roller B and spinning roller G is wound with an endless-chain B,
The periphery that spinning roller C and spinning roller H periphery are wound with an endless-chain C, spinning roller D and spinning roller E is wound with an endless-chain D；
It is uniform many on uniform multiple recess crop B, endless-chain C on uniform multiple recess crop A, endless-chain B on the endless-chain A
Uniform multiple recess crop D on individual recess crop C, endless-chain D.
The invention has the advantages that：
Jet-grouted anchor pile of the present invention connects multistage subterranean wall break adrift.
Brief description of the drawings
The present invention is further illustrated below in conjunction with the accompanying drawings：
Fig. 1 is the front view of underground wall equipment；
Fig. 2 is the rearview of underground wall equipment；
Fig. 3 is the left view of underground wall equipment；
Fig. 4 is Fig. 1 A-A views；
Fig. 5 is Fig. 1 B-B views；
Fig. 6 is the sectional view that jet-grouted anchor pile connects multistage subterranean wall break adrift.
In figure：1st, guide pillar, 2, oil pressure oil cylinder A, 3, oil pressure oil cylinder B, 4, pull bar A, 5, pull bar B, 6, hinge pin, 7, spinning roller
A, 8, spinning roller B, 9, spinning roller C, 10, spinning roller D, 11, endless-chain A, 12, endless-chain B, 13, endless-chain C, 14, endless-chain D, 15, recessed
Mouthful crop A, 16, recess crop B, 17, recess crop C, 18, recess crop D, 19, spin axis A, 20, spin axis B, 21, hopper A, 22,
Hopper B, 23, turn beam A, 24, turn beam B, 25, girder A, 26, girder B, 27, turn beam C, 28, spin axis C, 29, spinning roller E, 30, turn beam
D, 31, spin axis D, 32, spinning roller F, 33 spinning roller G, 34, spinning roller H.
Embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, and the implementation device therefor includes jet-grouted anchor pile equipment and subterranean wall is set
Standby, the structure of the underground wall equipment includes：Guide pillar 1 and the oil pressure oil cylinder A2 on guide pillar both sides, oil pressure oil cylinder B3；
The guide pillar lower end is respectively articulated with pull bar A4 upper end and pull bar B5 upper end by hinge pin 6；
The lower end of the pull bar A is fixed in the middle of girder A25, and girder A left end, which is fixed with, turns beam A23, and the left end for turning beam A is set
Spin axis A19 is put, spinning roller A7 is installed at spin axis A rear portion, and the anterior of spin axis A installs spinning roller B8；Girder A right-hand member, which is fixed with, turns beam
D30, the right-hand member for turning beam D sets spin axis D31, and spinning roller F32 is installed at spin axis D rear portion, and the anterior of spin axis D installs spinning roller G33；
The lower end of the pull bar B is fixed in the middle of girder B26, and girder B left end, which is fixed with, turns beam B24, and the left end for turning beam B is set
Spin axis B20 is put, spinning roller C9 is installed at spin axis B rear portion, and the anterior of spin axis B installs spinning roller D10；Girder B right-hand member, which is fixed with, turns beam
C27, the right-hand member for turning beam C sets spin axis C28, and spinning roller H34 is installed at spin axis C rear portion, and the anterior of spin axis C installs spinning roller E29；
The periphery that the periphery of the spinning roller A and spinning roller F are wound with an endless-chain A11, spinning roller B and spinning roller G is wound with an endless-chain
The periphery that B12, spinning roller C and spinning roller H periphery are wound with an endless-chain C13, spinning roller D and spinning roller E is wound with an endless-chain D14；
It is equal on uniform multiple recess crop B16, endless-chain C on uniform multiple recess crop A15, endless-chain B on the endless-chain A
Uniform multiple recess crop D18 on cloth multiple recess crop C17, endless-chain D；
The lower end of the oil pressure oil cylinder A is hinged pull bar A centre, and oil pressure oil cylinder A upper end is hinged guide pillar；
The lower end of the oil pressure oil cylinder B is hinged pull bar B centre, and oil pressure oil cylinder B upper end is hinged guide pillar；
A hopper A21 is fixed in the bottom of the girder A；
A hopper B22 is fixed in the bottom of the girder B；
The front portion of the hopper A is without baffle plate；
The rear portion of the hopper B is without baffle plate；
During the underground wall equipment work, drive system driving cycle chain A and endless-chain D rotating forward, driving cycle chain B and endless-chain
C is inverted, and is cut native stone in recess crop A, recess crop B, recess crop C and recess crop D rotations and is carry native stone
Slag goes to the top of hopper, and native rock ballast is dropped in hopper, then proposes underground wall equipment, starts oil pressure oil cylinder A and oil pressure oil cylinder B
Hopper A and hopper B is opened to both sides, native rock ballast is gushed, repeat the above course of work, produce two ends be respectively provided with four it is recessed
The square hole of mouth, casting concrete produces the subterranean wall that two ends are respectively provided with four recesses, manufactures multistage subterranean wall, will be adjacent
Four mutual pairings of recess, manufacture a jet-grouted anchor pile respectively with jet-grouted anchor pile equipment in the recess of each pairing, will be many
Section subterranean wall carries out break adrift with jet-grouted anchor pile.
Claims (1)
1. a kind of arrangement and method for construction of jet-grouted anchor pile break adrift subterranean wall, the arrangement and method for construction device therefor include jet-grouted anchor pile equipment and
Underground wall equipment, the structure of the underground wall equipment includes：Guide pillar（1）And the oil pressure oil cylinder A on guide pillar both sides（2）, oil pressure oil
Cylinder B（3）；
The guide pillar lower end passes through hinge pin（6）It is respectively articulated with pull bar A（4）Upper end and pull bar B（5）Upper end；
Girder A is fixed in the lower end of the pull bar A（25）Centre, girder A left end, which is fixed with, turns beam A（23）, turn a beam A left side
End sets spin axis A（19）, spinning roller A is installed at spin axis A rear portion（7）, spin axis A anterior installation spinning roller B（8）；Girder A right-hand member is consolidated
Surely beam D is turned（30）, turn beam D right-hand member setting spin axis D（31）, spinning roller F is installed at spin axis D rear portion（32）, spin axis D anterior peace
Fill spinning roller G（33）；
Girder B is fixed in the lower end of the pull bar B（26）Centre, girder B left end, which is fixed with, turns beam B（24）, turn a beam B left side
End sets spin axis B（20）, spinning roller C is installed at spin axis B rear portion（9）, spin axis B anterior installation spinning roller D（10）；Girder B right-hand member
It is fixed with and turns beam C（27）, turn beam C right-hand member setting spin axis C（28）, spinning roller H is installed at spin axis C rear portion（34）, spin axis C front portion
Spinning roller E is installed（29）；
The periphery of the spinning roller A and spinning roller F are wound with an endless-chain A（11）, spinning roller B and spinning roller G periphery are wound with a circulation
Chain B（12）, spinning roller C and spinning roller H periphery are wound with an endless-chain C（13）, spinning roller D and spinning roller E periphery are wound with a circulation
Chain D（14）；
Uniform multiple recess crop A on the endless-chain A（15）, uniform multiple recess crop B on endless-chain B（16）, endless-chain C
Upper uniform multiple recess crop C（17）, uniform multiple recess crop D on endless-chain D（18）；
It is characterized in that：During the underground wall equipment work, drive system driving cycle chain A and endless-chain D are rotated forward, driving cycle
Chain B and endless-chain C reversions, native stone is cut in recess crop A, recess crop B, recess crop C and recess crop D rotations and
The top that native rock ballast goes to hopper is carry, native rock ballast is dropped in hopper, then propose underground wall equipment, start oil pressure oil cylinder A
Hopper A and hopper B is opened to both sides with oil pressure oil cylinder B, native rock ballast is gushed, repeat the above course of work, produce two ends point
Not Dai You four recesses square hole, casting concrete produces the subterranean wall that two ends are respectively provided with four recesses, manufacture multistage
Lower wall, by four adjacent mutual pairings of recess, manufactures a rotation respectively in the recess of each pairing with jet-grouted anchor pile equipment
Anchoring pile is sprayed, multistage subterranean wall is subjected to break adrift with jet-grouted anchor pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710336225.8A CN107090824A (en) | 2017-05-13 | 2017-05-13 | The arrangement and method for construction of jet-grouted anchor pile break adrift subterranean wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710336225.8A CN107090824A (en) | 2017-05-13 | 2017-05-13 | The arrangement and method for construction of jet-grouted anchor pile break adrift subterranean wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107090824A true CN107090824A (en) | 2017-08-25 |
Family
ID=59638644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710336225.8A Withdrawn CN107090824A (en) | 2017-05-13 | 2017-05-13 | The arrangement and method for construction of jet-grouted anchor pile break adrift subterranean wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107090824A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06306853A (en) * | 1993-04-26 | 1994-11-01 | Koichi Uemura | Construction of underground structure |
| CN1108333A (en) * | 1993-12-22 | 1995-09-13 | 北辰工业株式会社 | Endless chain type cutter |
| CN104179453A (en) * | 2014-08-25 | 2014-12-03 | 张璐 | Profile-hole drill |
| CN105887866A (en) * | 2016-06-22 | 2016-08-24 | 张葵英 | Inserting buckling pile manufacturing machine |
| CN206110116U (en) * | 2016-10-18 | 2017-04-19 | 天津市津勘岩土工程股份有限公司 | Agitating unit and chain formula grooving machine |
-
2017
- 2017-05-13 CN CN201710336225.8A patent/CN107090824A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06306853A (en) * | 1993-04-26 | 1994-11-01 | Koichi Uemura | Construction of underground structure |
| CN1108333A (en) * | 1993-12-22 | 1995-09-13 | 北辰工业株式会社 | Endless chain type cutter |
| CN104179453A (en) * | 2014-08-25 | 2014-12-03 | 张璐 | Profile-hole drill |
| CN105887866A (en) * | 2016-06-22 | 2016-08-24 | 张葵英 | Inserting buckling pile manufacturing machine |
| CN206110116U (en) * | 2016-10-18 | 2017-04-19 | 天津市津勘岩土工程股份有限公司 | Agitating unit and chain formula grooving machine |
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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: 20170825 |
|
| WW01 | Invention patent application withdrawn after publication |