CN110424435A - For the cut-pff wall in deep covering layer - Google Patents
For the cut-pff wall in deep covering layer Download PDFInfo
- Publication number
- CN110424435A CN110424435A CN201910796095.5A CN201910796095A CN110424435A CN 110424435 A CN110424435 A CN 110424435A CN 201910796095 A CN201910796095 A CN 201910796095A CN 110424435 A CN110424435 A CN 110424435A
- Authority
- CN
- China
- Prior art keywords
- cut
- wall
- pff wall
- pff
- copper
- 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.)
- Pending
Links
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims abstract description 40
- 229910052802 copper Inorganic materials 0.000 claims abstract description 40
- 239000010949 copper Substances 0.000 claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 claims abstract description 8
- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 239000011435 rock Substances 0.000 claims abstract description 4
- 230000007704 transition Effects 0.000 claims abstract description 4
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 4
- 238000012946 outsourcing Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- PTVDYARBVCBHSL-UHFFFAOYSA-N copper;hydrate Chemical compound O.[Cu] PTVDYARBVCBHSL-UHFFFAOYSA-N 0.000 abstract description 2
- 238000007789 sealing Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/18—Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
Abstract
The invention discloses a kind of cut-pff walls for deep covering layer, core-wall is set inside the local material dam body built on deep covering layer, cut-pff wall lower part is embedded in basement rock, filter material and transition zone is respectively arranged in core-wall upstream and downstream side, core-wall lower part is connected with cut-pff wall, framework of steel reinforcement is set in cut-pff wall, parting on cut-pff wall is flexibly connected by copper seal, copper seal is fixed on framework of steel reinforcement, copper seal is using round copper lug, hard PVC stick is set inside round copper lug, wraps up pitch spunyarn outside hard PVC stick.The present invention uses the handling flexibly of cut-pff wall parting, using the excellent ductility of Copper water stop, can effectively avoid cut-pff wall caused by the water pressure of library crack leak the phenomenon that.
Description
Technical field
The present invention relates to a kind of leakage proof wall, especially a kind of cut-pff wall in deep covering layer.
Background technique
Cut-pff wall is the main vertical seepage control technology in current shot shape stratum, and it is anti-that it serves not only as permanent ground
Seep, to just leak and there are the dike of dangerous situation, dam carry out leak-stopping processing, also act as at the antiseepage to Temporary Cofferdam, foundation pit etc.
Reason, barricade, anti-scour wall etc. as building are occurred sedimentation by dam body gravity pressure, library water lateral pressure, soil at both sides and generated
Additional lateral pressure and head difference bring horizontal thrust etc. so that wall is pressurized, cuts, curved effect, wall is caused to be opened
It splits, ultimately causes leakage proof wall leak.
Therefore, such as make cut-pff wall in use, prevent wall leakage, be a urgent problem.
Summary of the invention
The technical problem to be solved by the invention is to provide a kind of cut-pff wall in deep covering layer, leakage proof walls
Crack is preset, copper sheet sealing is set at crack in advance, so that leakage proof wall cracking position is clear, well in advance antiseepage is arranged
It applies, the later period effectively can avoid cut-pff wall from leaking.
To solve the above-mentioned problems, the technical scheme adopted by the invention is that: a kind of antiseepage in deep covering layer
Core-wall is arranged inside the local material dam body built on deep covering layer in wall, and cut-pff wall is embedded in lower part basement rock, core-wall upstream and downstream
Side setting filter material and transition zone, core-wall lower part are connected with cut-pff wall, which is characterized in that framework of steel reinforcement is set in cut-pff wall,
Parting is set on cut-pff wall, the parting on cut-pff wall is flexibly connected by copper seal, and copper seal is fixed on framework of steel reinforcement, only
Hard PVC stick is set inside the round copper lug of water copper sheet, wraps up pitch spunyarn outside hard PVC stick.
For cut-pff wall with a thickness of 80~120cm, parting height spacing is 6~8m.
Copper seal 3~5mm of thickness, 40~50cm of width, copper seal installation position is antiseepage wall thickness 1/3 and 2/3
Place.
The hard PVC stick diameter being arranged inside round copper lug among copper seal is 50~80mm, outsourcing pitch spunyarn
With a thickness of 10~15mm.Copper lug internal diameter is equal with the cylinder diameter that PVC stick and its outsourcing pitch spunyarn form.
Beneficial effects of the present invention: parting is set on cut-pff wall in advance when construction, copper sheet sealing is set on parting, will be prevented
Handling flexibly at wall parting is seeped, wall when external force at parting by being preferentially subjected to displacement, the good ductility of copper sheet sealing
Can to avoid by drawing crack, play the role of preventing leakage.The present invention uses the handling flexibly of cut-pff wall parting, excellent using Copper water stop
Ductility, can effectively avoid cut-pff wall caused by the water pressure of library crack leak the phenomenon that.
Detailed description of the invention
Fig. 1 is of the invention for the cut-pff wall schematic diagram in deep covering layer.
Fig. 2 is that copper sheet sealing, hard PVC stick and the pitch spunyarn for the cut-pff wall in deep covering layer of the invention shows
It is intended to.
Specific embodiment
Invention is further described in detail with reference to the accompanying drawings and detailed description:
As shown in Figure 1, 2, the cut-pff wall in deep covering layer of the invention, the locality built on deep covering layer 10
Core-wall 3 is set inside material dam body 1, and cut-pff wall 4 is embedded in lower part basement rock 9, and filter material 2 and transition zone is arranged in 3 upstream and downstream side of core-wall
12,3 lower part of core-wall is connected with cut-pff wall 4, and framework of steel reinforcement 13 is arranged in cut-pff wall 4, sets parting 5, cut-pff wall 4 on cut-pff wall 4
On parting 5 be flexibly connected by copper seal 6, copper seal 6 is fixed on framework of steel reinforcement 13, the round copper of copper seal 6
Hard PVC stick 7 is set inside nose 11, wraps up pitch spunyarn 8 outside hard PVC stick 7.
For cut-pff wall 4 with a thickness of 80~120cm, 5 height spacing of parting is 6~8m.
6 3~5mm of thickness of copper seal, 40~50cm of width, 6 installation position of copper seal is 4 thickness of cut-pff wall, 1/3 He
At 2/3.
7 diameter of hard PVC stick being arranged inside round copper lug 11 among copper seal 6 is 50~80mm, outsourcing pitch
Spunyarn 8 is with a thickness of 10~15mm.The cylinder diameter phase that 11 internal diameter of copper lug is formed with PVC stick 7 and its outsourcing pitch spunyarn 8
Deng.
Hard PVC stick 7 and pitch spunyarn 8 play a supporting role to the round copper lug of copper seal, anti-to guarantee to pour
Copper seal circle copper lug is not by concrete compressive strain when seeping wall.
The above embodiments are merely to illustrate technical idea and feature of the invention, and its object is to make skill in the art
Art personnel only cannot limit the scope of the patents of the invention with the present embodiment it will be appreciated that the contents of the present invention and implement accordingly,
Same changes or modifications made by i.e. all disclosed spirit, still fall in the scope of the patents of the invention.
Claims (4)
1. a kind of cut-pff wall in deep covering layer, the local material dam body (1) built on deep covering layer (10) is internal
It is arranged core-wall (3), cut-pff wall (4) is embedded in lower part basement rock (9), and filter material (2) and transition zone is arranged in core-wall (3) upstream and downstream side
(12), core-wall (3) lower part is connected with cut-pff wall (4), which is characterized in that framework of steel reinforcement (13) is arranged in cut-pff wall (4), antiseepage
It is set on wall (4) parting (5), the parting (5) on cut-pff wall (4) is flexibly connected by copper seal (6), and copper seal (6) is fixed
In on framework of steel reinforcement (13), hard PVC stick (7) are set inside the round copper lug (11) of copper seal (6), hard PVC stick (7)
Outside package pitch spunyarn (8).
2. according to claim 1 for the cut-pff wall in deep covering layer, which is characterized in that cut-pff wall (4) is with a thickness of 80
~120cm, parting (5) height spacing are 6~8m.
3. according to claim 1 for the cut-pff wall in deep covering layer, which is characterized in that copper seal (6) thickness 3~
5mm, 40~50cm of width, copper seal (6) installation position are at cut-pff wall (4) thickness 1/3 and 2/3.
4. according to claim 1 for the cut-pff wall in deep covering layer, which is characterized in that copper seal (6) middle circle
Hard PVC stick (7) diameter being arranged inside shape copper lug (11) is 50~80mm, outsourcing pitch spunyarn (8) with a thickness of 10~
15mm, copper lug (11) internal diameter are equal with the cylinder diameter that PVC stick (7) and its outsourcing pitch spunyarn (8) form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910796095.5A CN110424435A (en) | 2019-08-27 | 2019-08-27 | For the cut-pff wall in deep covering layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910796095.5A CN110424435A (en) | 2019-08-27 | 2019-08-27 | For the cut-pff wall in deep covering layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110424435A true CN110424435A (en) | 2019-11-08 |
Family
ID=68416218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910796095.5A Pending CN110424435A (en) | 2019-08-27 | 2019-08-27 | For the cut-pff wall in deep covering layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110424435A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622180A (en) * | 2020-05-28 | 2020-09-04 | 中国电建集团中南勘测设计研究院有限公司 | Salt pan dam foundation seepage-proof hydraulic balance structure system and control method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007096934A1 (en) * | 2006-02-20 | 2007-08-30 | Izaki Kogyo Co., Ltd. | Crack inducing waterproofing method |
| CN103225283A (en) * | 2013-04-24 | 2013-07-31 | 黄河勘测规划设计有限公司 | Connection structure of barrage foundation diaphragm wall and gate dam building |
| CN103924622A (en) * | 2014-04-16 | 2014-07-16 | 黄河勘测规划设计有限公司 | Parting water-stop design method of concrete cast-in-situ diaphragm wall of deep overburden layer dam foundation |
| CN106013263A (en) * | 2016-07-16 | 2016-10-12 | 黄河勘测规划设计有限公司 | Impermeable method of clay core wall dam foundation of deep river valley with deep sand gravel layer |
| CN106223352A (en) * | 2016-09-05 | 2016-12-14 | 中国电建集团成都勘测设计研究院有限公司 | Deep covering layer foundation anti-seepage wall construction |
| CN210621731U (en) * | 2019-08-27 | 2020-05-26 | 中水北方勘测设计研究有限责任公司 | Impervious wall for deep covering layer |
-
2019
- 2019-08-27 CN CN201910796095.5A patent/CN110424435A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007096934A1 (en) * | 2006-02-20 | 2007-08-30 | Izaki Kogyo Co., Ltd. | Crack inducing waterproofing method |
| CN103225283A (en) * | 2013-04-24 | 2013-07-31 | 黄河勘测规划设计有限公司 | Connection structure of barrage foundation diaphragm wall and gate dam building |
| CN103924622A (en) * | 2014-04-16 | 2014-07-16 | 黄河勘测规划设计有限公司 | Parting water-stop design method of concrete cast-in-situ diaphragm wall of deep overburden layer dam foundation |
| CN106013263A (en) * | 2016-07-16 | 2016-10-12 | 黄河勘测规划设计有限公司 | Impermeable method of clay core wall dam foundation of deep river valley with deep sand gravel layer |
| CN106223352A (en) * | 2016-09-05 | 2016-12-14 | 中国电建集团成都勘测设计研究院有限公司 | Deep covering layer foundation anti-seepage wall construction |
| CN210621731U (en) * | 2019-08-27 | 2020-05-26 | 中水北方勘测设计研究有限责任公司 | Impervious wall for deep covering layer |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622180A (en) * | 2020-05-28 | 2020-09-04 | 中国电建集团中南勘测设计研究院有限公司 | Salt pan dam foundation seepage-proof hydraulic balance structure system and control method thereof |
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