CN204370460U - A kind of rudimentary blocking up oozes flow guiding structure - Google Patents
A kind of rudimentary blocking up oozes flow guiding structure Download PDFInfo
- Publication number
- CN204370460U CN204370460U CN201420764890.9U CN201420764890U CN204370460U CN 204370460 U CN204370460 U CN 204370460U CN 201420764890 U CN201420764890 U CN 201420764890U CN 204370460 U CN204370460 U CN 204370460U
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- support
- rotary churning
- churning pile
- rudimentary
- blocking
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Abstract
A kind of rudimentary blocking up oozes flow guiding structure, at least comprises stake top steel concrete board wall, fore shaft beam, the first support, the second support, earthen platform, geotextiles filtering layer, water gushing channelway and rotary churning pile; Described reinforce concrete wall is arranged on the concrete wall upper end on the right side of rotary churning pile; Described first support and the second support are separately positioned on the right side of the concrete wall on the right side of rotary churning pile, and the first support is fixedly connected with concrete panel by fore shaft beam; Described geotextiles filtering layer is arranged on water gushing channelway and side, rotary churning pile junction; This rudimentary blocking up oozes flow guiding structure, and leak stopping is carried out speedily carrying out rescue work in similar marine site, the way that leak stopping can be adopted to combine with drainage, avoids seawater to block completely, causes to block up and oozes a position or other positions seepage again; Overall structure is simple, practical, easily manufactured, is easy to promote the use of.
Description
Technical field
Total flow guiding structure after the utility model relates to, especially a kind of rudimentary blocking up oozes flow guiding structure.
Background technology
Leak stopping is carried out speedily carrying out rescue work in similar marine site, the way that leak stopping combines with drainage can be adopted, seawater is avoided to block completely, cause to block up and ooze a position or other positions seepage again: pour into interlocking pile with steel concrete, adopt rotary churning pile waterproof between piles curtain, the combination on the one hand between rotary churning pile and castinplace pile is difficult to ensure, quality and the pile body cement strength of another aspect rotary churning pile are not high, meet seawater to wash away for a long time, water-stop curtain is easily damaged.
Prior art can not meet the needs of people, and for making up prior art deficiency, the utility model aims to provide a kind of rudimentary blocking up and oozes flow guiding structure.
For achieving the above object, the utility model by the following technical solutions: a kind of rudimentary blocking up oozes flow guiding structure, at least comprises stake top steel concrete board wall, fore shaft beam, the first support, the second support, earthen platform, geotextiles filtering layer, water gushing channelway and rotary churning pile; Described reinforce concrete wall is arranged on the concrete wall upper end on the right side of rotary churning pile; Described first support and the second support are separately positioned on the right side of the concrete wall on the right side of rotary churning pile, and the first support is fixedly connected with concrete panel by fore shaft beam; Described geotextiles filtering layer is arranged on water gushing channelway and side, rotary churning pile junction.
Compared with prior art, the beneficial effects of the utility model are: this rudimentary blocking up oozes flow guiding structure, and leak stopping is carried out speedily carrying out rescue work in similar marine site, the way that leak stopping can be adopted to combine with drainage, avoids seawater to block completely, cause to block up and ooze a position or other positions seepage again; Overall structure is simple, practical, easily manufactured, is easy to promote the use of.
Utility model content
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model;
Wherein: 1, stake top steel concrete board wall, 2, fore shaft beam, 3, first supports, and 31, second supports, and 4, earthen platform, 5, geotextiles filtering layer, 6, water gushing channelway, 7, rotary churning pile.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1, in the utility model embodiment, a kind of rudimentary blocking up oozes flow guiding structure, at least comprises stake top steel concrete board wall 1, fore shaft beam 2, first support 3, second support 31, earthen platform 4, geotextiles filtering layer 5, water gushing channelway 6 and rotary churning pile 7; Described reinforce concrete wall 1 is arranged on the concrete wall upper end on the right side of rotary churning pile 7; Described first support 3 and the second support 31 are separately positioned on the right side of the concrete wall on the right side of rotary churning pile 7, and the first support 3 is fixedly connected with concrete panel by fore shaft beam 2; Described geotextiles filtering layer 5 is arranged on water gushing channelway 6 and side, rotary churning pile 7 junction.
As further technical scheme of the present utility model: during jet grouting pile construction, the force value of rotary churning pile is larger, be 20 ~ 30MPa under normal circumstances, larger thrust can be produced to supporting pile body when jet grouting pile construction, the earthwork in foundation ditch is excavated or local excavation, during jet grouting pile construction, the impact of force value on foundation ditch of rotary churning pile should have been paid close attention to, avoid impacting foundation ditch pile body, take following measure;
A () adopts normal pressure value to carry out jet grouting pile construction, this engineering takes 22MPa force value to control:
B () adopts 5 ~ 8MPa force value to control, meanwhile, closely close aperture note when constructing and return slurry amount, if it is abnormal to return slurry, then force value is likely suppressed in hole, need stop in time, drilling rod is mentioned by earth pressure release; (C) in order to avoid local compressive stress is excessive, rotary churning pile adopt " every a dozen one " jump play construction.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
The above; be only preferred embodiment of the present utility model; not in order to limit the utility model, every above embodiment is done according to technical spirit of the present utility model any trickle amendment, equivalently replace and improve, within the protection domain that all should be included in technical solutions of the utility model.
Claims (1)
1. rudimentary blocking up oozes a flow guiding structure, at least comprises stake top steel concrete board wall (1), fore shaft beam (2), the first support (3), the second support (31), earthen platform (4), geotextiles filtering layer (5), water gushing channelway (6) and rotary churning pile (7); Described reinforce concrete wall (1) is arranged on the concrete wall upper end on rotary churning pile (7) right side; Described first support (3) and second supports (31) and is separately positioned on the right side of the concrete wall on rotary churning pile (7) right side, and the first support (3) is fixedly connected with concrete panel by fore shaft beam (2); Described geotextiles filtering layer (5) is arranged on water gushing channelway (6) and rotary churning pile (7) side, junction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420764890.9U CN204370460U (en) | 2014-12-08 | 2014-12-08 | A kind of rudimentary blocking up oozes flow guiding structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420764890.9U CN204370460U (en) | 2014-12-08 | 2014-12-08 | A kind of rudimentary blocking up oozes flow guiding structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204370460U true CN204370460U (en) | 2015-06-03 |
Family
ID=53326692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420764890.9U Expired - Fee Related CN204370460U (en) | 2014-12-08 | 2014-12-08 | A kind of rudimentary blocking up oozes flow guiding structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204370460U (en) |
-
2014
- 2014-12-08 CN CN201420764890.9U patent/CN204370460U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150603 Termination date: 20151208 |
|
| EXPY | Termination of patent right or utility model |