CN103967049B - A kind of flour sand artesian aquifer ground-connecting-wall grooving technology - Google Patents
A kind of flour sand artesian aquifer ground-connecting-wall grooving technology Download PDFInfo
- Publication number
- CN103967049B CN103967049B CN201310037300.2A CN201310037300A CN103967049B CN 103967049 B CN103967049 B CN 103967049B CN 201310037300 A CN201310037300 A CN 201310037300A CN 103967049 B CN103967049 B CN 103967049B
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- Prior art keywords
- ground
- steel plate
- wall
- plate box
- described steel
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- 239000004576 sand Substances 0.000 title claims abstract description 37
- 235000013312 flour Nutrition 0.000 title claims abstract description 20
- 238000005516 engineering process Methods 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 53
- 239000010959 steel Substances 0.000 claims abstract description 53
- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 238000009412 basement excavation Methods 0.000 claims abstract description 5
- 240000007594 Oryza sativa Species 0.000 claims 1
- 235000007164 Oryza sativa Nutrition 0.000 claims 1
- 235000009566 rice Nutrition 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 13
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 238000005192 partition Methods 0.000 abstract description 3
- 239000011148 porous material Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 2
- 238000005056 compaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The invention discloses a kind of flour sand artesian aquifer ground-connecting-wall grooving technology, comprise the following steps and cable wire rotating disk is set on the ground and constructs and lead wall, use the grab bucket of ground-connecting-wall chute forming machine to cut the earth along leading wall；When the position to distance silty sand ground end face 1 meter is dug in the grab bucket of described ground-connecting-wall chute forming machine, hang steel plate box；After described steel plate box is transferred to excavation, suspended in midair with cable wire；When the position of 0.5 meter, below silty sand ground bottom surface is dug in the grab bucket of ground-connecting-wall chute forming machine, fix cable wire；Sling steel plate box, transfer steel reinforcement cage, and concrete in cast in described steel reinforcement cage；Described steel plate box is during with digging and deeply progressively transferring, and the bottom of described steel plate box contacts with bottom land.Flour sand artesian aquifer ground-connecting-wall grooving technology of the present invention can play partition, the outer water-bearing layer sand body of enclosed slot and the effect of water body, and then the pressure of the super quiet pore water in reduction flour sand water-bearing layer, to eliminate its safety on building and the impact of foundation construction.
Description
Technical field
The present invention relates to a kind of ground-connecting-wall grooving technology, particularly relate to a kind of flour sand
Artesian aquifer ground-connecting-wall grooving technology.
Background technology
Southern area of Jiangsu Province level of ground water is higher, typically on natural 1 meter of left side of below ground
Right.Existing ground-connecting-wall chute forming machine, in flour sand artesian aquifer during grooving, easily
Cause the fine grained soil in the outer layer of sand of groove to run off, make the silty sand ground that former density does not liquefies,
Become the liquefied sand layer that degree of compaction is not enough, safety and the foundation construction to building
Produce certain impact.
Summary of the invention
For the technical problem of above-mentioned existence, it is an object of the invention to: propose one
Plant flour sand artesian aquifer ground-connecting-wall grooving technology.
The technical solution of the present invention is achieved in that a kind of flour sand pressure-bearing contains
Water layer ground-connecting-wall grooving technology, comprises the following steps:
A, cable wire rotating disk is set and constructs and lead wall on the ground, use ground-connecting-wall to become
Scouring machine grab bucket edge is led wall and is cut the earth；When described ground-connecting-wall chute forming machine grab bucket dig to
When the position of silty sand ground end face 1 meter, hang steel plate box；Described steel plate box
After transferring to excavation, suspended in midair with cable wire；
B, ground-connecting-wall chute forming machine grab bucket dig 0.5 meter, below silty sand ground bottom surface
During position, lock cable wire；
C, steel plate box of slinging, transfer steel reinforcement cage, and pour into a mould in described steel reinforcement cage
Upper concrete.
Preferably, described steel plate box is during with digging and deeply progressively transferring, described
The bottom of steel plate box contacts with bottom land.
Preferably, described steel plate box includes steel plate and steel pipe, and described steel pipe is the most right
It is arranged on four ends of steel plate with claiming.
Due to the utilization of technique scheme, the present invention compared with prior art has
Following advantages:
Flour sand artesian aquifer ground-connecting-wall grooving technology described in the present invention program, by
In arranging cable wire rotating disk the most on the ground and constructing and lead wall, use ground-connecting-wall grooving
Machine grab bucket edge is led wall and is cut the earth；When described ground-connecting-wall chute forming machine grab bucket dig to away from
During the position of 1 meter from silty sand ground end face, hang steel plate box；Under described steel plate box
After putting to excavation, suspended in midair with cable wire；Then grab at ground-connecting-wall chute forming machine
When bucket digs the position of 0.5 meter, below silty sand ground bottom surface, lock cable wire；Finally
Sling steel plate box, transfer steel reinforcement cage and in described steel reinforcement cage concrete in cast；
Described steel plate box during with digging and deeply progressively transferring, the bottom of described steel plate box
Contact with bottom land.Flour sand artesian aquifer ground-connecting-wall grooving work of the present invention
Skill can play partition, the outer water-bearing layer sand body of enclosed slot and the effect of water body, and then
The pressure of the super quiet pore water in reduction flour sand water-bearing layer, to eliminate it to building
Safety and the impact of foundation construction.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings technical solution of the present invention is described further:
Accompanying drawing 1 is flour sand artesian aquifer ground-connecting-wall grooving technology of the present invention
Schematic diagram；
Accompanying drawing 2 is flour sand artesian aquifer ground-connecting-wall grooving technology of the present invention
Suspention is connected to the left view of the steel plate box of cable wire；
Wherein: 1, silty sand ground；2, cable wire；3, steel plate；4, steel pipe.
Detailed description of the invention
The present invention is described below in conjunction with the accompanying drawings.
A kind of flour sand artesian aquifer ground-connecting-wall of the present invention as described in Figure 1 becomes
Groove technique, its processing step is: a, arranges cable wire rotating disk and constructs on the ground
Lead wall, use ground-connecting-wall chute forming machine grab bucket edge to lead wall and cut the earth；When described
When even the position to distance silty sand ground 1 end face 1 meter is dug in the grab bucket of wall chute forming machine, hang
Put steel plate box；After described steel plate box is transferred to excavation, hanged with cable wire 2
Hang；
B, ground-connecting-wall chute forming machine grab bucket dig 0.5 meter, below silty sand ground 1 bottom surface
Position time, lock cable wire 2；
C, steel plate box of slinging, transfer steel reinforcement cage, and pour into a mould in described steel reinforcement cage
Upper concrete.
Wherein said steel plate box during with digging and deeply progressively transferring, described steel plate
The bottom of case contacts with bottom land；Described steel plate box includes steel plate 3 and steel pipe 4,
Described steel pipe 4 is arranged on four ends of steel plate 3 symmetrically.
Flour sand artesian aquifer ground-connecting-wall grooving technology of the present invention can rise
To partition, the outer water-bearing layer sand body of enclosed slot and the effect of water body, and then reduce flour sand
The pressure of the super quiet pore water in water-bearing layer, with eliminate its to the safety of building and
The impact of foundation construction.
Above-described embodiment is only for technology design and feature, its purpose of the explanation present invention
It is to allow person skilled in the art will appreciate that present disclosure in addition
Implement, can not limit the scope of the invention with this, all according to present invention essence
The equivalence that god's essence is made changes or modifies, and all should contain the protection model in the present invention
In enclosing.
Claims (3)
1. a flour sand artesian aquifer ground-connecting-wall grooving technology, it is characterised in that: include with
Lower step:
A, cable wire rotating disk is set and constructs and lead wall on the ground, use the grab bucket of ground-connecting-wall chute forming machine
Cut the earth along leading wall；When the grab bucket of described ground-connecting-wall chute forming machine is dug to distance silty sand ground end face 1
Rice position time, hang steel plate box；After described steel plate box is transferred to excavation, use cable wire
Suspended in midair；
B, when the position of 0.5 meter, below silty sand ground bottom surface is dug in the grab bucket of ground-connecting-wall chute forming machine,
Locking cable wire；
C, steel plate box of slinging, transfer steel reinforcement cage, and pour into a mould concrete in described steel reinforcement cage.
Flour sand artesian aquifer ground-connecting-wall grooving technology the most according to claim 1, its
Be characterised by: described steel plate box during with digging and deeply progressively transferring, the case of described steel plate box
The end, contacts with bottom land.
Flour sand artesian aquifer ground-connecting-wall grooving technology the most according to claim 2, its
It is characterised by: described steel plate box includes that steel plate and steel pipe, described steel pipe are arranged on symmetrically
Four ends of steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310037300.2A CN103967049B (en) | 2013-01-31 | 2013-01-31 | A kind of flour sand artesian aquifer ground-connecting-wall grooving technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310037300.2A CN103967049B (en) | 2013-01-31 | 2013-01-31 | A kind of flour sand artesian aquifer ground-connecting-wall grooving technology |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103967049A CN103967049A (en) | 2014-08-06 |
| CN103967049B true CN103967049B (en) | 2016-09-28 |
Family
ID=51237018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310037300.2A Expired - Fee Related CN103967049B (en) | 2013-01-31 | 2013-01-31 | A kind of flour sand artesian aquifer ground-connecting-wall grooving technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103967049B (en) |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1129273A (en) * | 1995-11-01 | 1996-08-21 | 孔清华 | Technology for forming underground continuous wattled wall and apparatus thereof |
| KR20080000259A (en) * | 2006-06-27 | 2008-01-02 | 주식회사 아이콘텍이앤씨 | Reinforced earth retaining wall construction method |
| CN100497841C (en) * | 2007-12-31 | 2009-06-10 | 浙江省大成建设集团有限公司 | Supporting leg type underground continuous wall construction method |
| CN102852158B (en) * | 2012-09-25 | 2014-04-16 | 浙江省地质矿产工程公司 | Construction method for nonstandard diaphragm wall |
-
2013
- 2013-01-31 CN CN201310037300.2A patent/CN103967049B/en not_active Expired - Fee Related
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| Publication number | Publication date |
|---|---|
| CN103967049A (en) | 2014-08-06 |
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| Date | Code | Title | Description |
|---|---|---|---|
| DD01 | Delivery of document by public notice |
Addressee: Suzhou Chunyuan Ground Source Heat Pump Energy Saving Co., Ltd. Document name: Notification of Passing Preliminary Examination of the Application for Invention |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| DD01 | Delivery of document by public notice |
Addressee: Suzhou Chunyuan Ground Source Heat Pump Energy Saving Co., Ltd. Document name: Notification of Publication and of Entering the Substantive Examination Stage of the Application for Invention |
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| DD01 | Delivery of document by public notice |
Addressee: Suzhou Chunyuan Ground Source Heat Pump Energy Saving Co., Ltd. Document name: the First Notification of an Office Action |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: SUZHOU CHUNYUAN DIYUAN HEAT PUMP ENERGY SAVING Co.,Ltd. Document name: Notification to Pay the Fees |
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| DD01 | Delivery of document by public notice | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160928 Termination date: 20200131 |