CN105735329A - Dewatering and drainage mechanism - Google Patents
Dewatering and drainage mechanism Download PDFInfo
- Publication number
- CN105735329A CN105735329A CN201610110285.3A CN201610110285A CN105735329A CN 105735329 A CN105735329 A CN 105735329A CN 201610110285 A CN201610110285 A CN 201610110285A CN 105735329 A CN105735329 A CN 105735329A
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- CN
- China
- Prior art keywords
- bed course
- drainage
- tube
- pipe well
- draining
- 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.)
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Classifications
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- 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
- E02D19/10—Restraining of underground water by lowering level of ground water
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- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a dewatering and drainage mechanism which comprises a drainage plate, wherein one side of the drainage plate is embedded in a protective wall; the protective wall is connected with the drainage plate through a tension spring; a water seepage tube is vertically installed in the protective wall; the bottom of the protective wall is arranged on a cushion layer; the cushion layer is fixedly connected with the protective wall through a concrete mortar layer; one side of the cushion layer is arranged on a drainage through tube; the drainage through tube penetrates through the cushion layer; a water filtering plate is arranged in the cushion layer; a tube well is formed in the upper surface of the water filtering plate and is communicated with the water filtering plate; an opening is formed in the upper part of the tube well; a drainage tube is vertically formed on the upper surface of the water filtering plate and on the outer side surface of the tube well; and the bottom of the drainage tube extends into the cushion layer. The dewatering and drainage mechanism can well put an end to the swelling phenomenon in the concrete initial setting process, can effectively lowers the influence of underground water on a bottom plate of a basement to zero, can also effectively drain water within a range of a deep foundation pit, can meet the requirement for self waterproofness, can ensure the quality of subsequent construction and ensures subsequent construction not be influenced by water seepage.
Description
Technical field
The present invention relates to a kind of town road facility, particularly to a kind of Yield rainfall relation mechanism.
Background technology
Excavation of foundation pit is the important operational procedure of modern heavy construction.In Foundation Pit Construction, it is necessary to the level of ground water in foundation ditch is controlled, to meet the requirement of supporting construction and excavation and construction.It is typically in digging process; row is needed to drop a large amount of subsoil water; and in order to reduce the harmful effects such as such as differential settlement that around foundation ditch, the existing building near foundation ditch is caused by the decline of level of ground water; need to take, between foundation ditch and building to be protected, the measure of recharging; large-area precipitation phenomenon is resisted with this; but functionally there is very big defect in general Yield rainfall relation mechanism, it is impossible to better meets user demand.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, it is provided that a kind of swelling phenomenon that can better stop to occur in concrete initial set process, effectively base plate impact in room under Groundwater can be reduced to the Yield rainfall relation mechanism of zero.
To achieve these goals, the technical solution used in the present invention is such that the Yield rainfall relation mechanism of the present invention, including draining board, draining board side embeds and is arranged in a protecting wall, it is connected by extension spring between protecting wall with draining board, soakaway trench is vertically installed in protecting wall, it is positioned on a bed course bottom protecting wall, it is connected by coagulation screed is fixing between bed course with protecting wall, bed course side is positioned on a draining poling, draining poling is arranged through bed course, water filter plate it is provided with in bed course, water filter plate upper surface is provided with pipe well, pipe well connects with water filter plate, and pipe well open top, water filter plate upper surface and be positioned on pipe well one lateral surface and be vertically provided with drainage tube, draft tube bottom extends in bed course, its top extends in draining board.
Further, as a kind of concrete version, pipe well of the present invention is formed by finished product cast iron pipe or Plate Welding.
Further, as a kind of concrete version, filtration layer between pipe well of the present invention and water filter plate, it is also associated with.
Further, as a kind of concrete version, between draining poling of the present invention and bed course, it is connected to sealing ring plate.
Further, as a kind of concrete version, drainage tube of the present invention adopts double-strength pipe system to become.
Further, as a kind of concrete version, drainage tube diameter of the present invention is between five to ten millimeters.
Further, as a kind of concrete version, the built-in steel bar of bed course of the present invention, steel bar is secured transverse on bed course.
Compared with prior art, it is an advantage of the current invention that: this Yield rainfall relation mechanism can better stop the swelling phenomenon occurred in concrete initial set process, effectively base plate impact in room under Groundwater can be reduced to zero, can effectively at deep basal pit scope internal drainage, self waterproof requirement can be met again, and also can guarantee that subsequent construction quality so that it is subsequent construction will not be affected by infiltration.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is the structural representation of the present invention；In figure: 1. draining board；2. protecting wall；3. soakaway trench；4. draining poling；5. bed course；6. pipe well；7. water filter plate；8. drainage tube.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, and the basic structure of the present invention is only described in a schematic way, and therefore it only shows the composition relevant with the present invention.
nullThe preferred embodiment of Yield rainfall relation mechanism of the present invention as shown in Figure 1，Including draining board 1，Draining board 1 side embeds and is arranged in a protecting wall 2，It is connected by extension spring between protecting wall 2 with draining board 1，Soakaway trench 3 is vertically installed in protecting wall 2，It is positioned at bottom protecting wall 2 on a bed course 5，It is connected by coagulation screed is fixing between bed course 5 with protecting wall 2，Bed course 5 side is positioned on a draining poling 4，Draining poling 4 is arranged through bed course 5，Water filter plate 7 it is provided with in bed course 5，Water filter plate 7 upper surface is provided with pipe well 6，Pipe well 6 connects with water filter plate 7，And pipe well 6 open top，Water filter plate 7 upper surface and be positioned on pipe well 6 one lateral surface and be vertically provided with drainage tube 8，Extend in bottom drainage tube 8 in bed course 5，Its top extends in draining board 1，Described pipe well 6 is formed by finished product cast iron pipe or Plate Welding，It is also associated with filtration layer between described pipe well 6 and water filter plate 7，It is connected to sealing ring plate between described draining poling 4 and bed course 5，Described drainage tube 8 adopts double-strength pipe system to become，Described drainage tube 8 diameter is between five to ten millimeters，The described built-in steel bar of bed course 5，Steel bar is secured transverse on bed course 5.
The Yield rainfall relation mechanism of the present invention can better stop the swelling phenomenon occurred in concrete initial set process, effectively base plate impact in room under Groundwater can be reduced to zero, can effectively at deep basal pit scope internal drainage, self waterproof requirement can be met again, and also can guarantee that subsequent construction quality so that it is subsequent construction will not be affected by infiltration.Described pipe well 6 is formed by finished product cast iron pipe or Plate Welding, and pipe well 6 overall structure is strong, thus improve service life；It is also associated with filtration layer between described pipe well 6 and water filter plate 7, enhances filter effect；Being connected to sealing ring plate between described draining poling 4 and bed course 5, sealing ring plate can play sealing effect；Described drainage tube 8 adopts double-strength pipe system to become, and is not likely to produce damage；Described drainage tube 8 diameter, between five to ten millimeters, adopts such design, and result of use is more preferably；The described built-in steel bar of bed course 5, steel bar is secured transverse on bed course 5, improves the holding capacity of bed course.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff in the scope not necessarily departing from this invention technological thought, can carry out various change and amendment completely.The technical scope of this invention is not limited to the content in description, it is necessary to determine its technical scope according to right.
Claims (7)
1. a Yield rainfall relation mechanism, including draining board, it is characterized in that: draining board side embeds and is arranged in a protecting wall, it is connected by extension spring between protecting wall with draining board, soakaway trench is vertically installed in protecting wall, it is positioned on a bed course bottom protecting wall, it is connected by coagulation screed is fixing between bed course with protecting wall, bed course side is positioned on a draining poling, draining poling is arranged through bed course, water filter plate it is provided with in bed course, water filter plate upper surface is provided with pipe well, pipe well connects with water filter plate, and pipe well open top, water filter plate upper surface and be positioned on pipe well one lateral surface and be vertically provided with drainage tube, draft tube bottom extends in bed course, its top extends in draining board.
2. Yield rainfall relation mechanism according to claim 1, it is characterised in that: described pipe well is formed by finished product cast iron pipe or Plate Welding.
3. Yield rainfall relation mechanism according to claim 1, it is characterised in that: it is also associated with filtration layer between described pipe well and water filter plate.
4. Yield rainfall relation mechanism according to claim 1, it is characterised in that: it is connected to sealing ring plate between described draining poling and bed course.
5. Yield rainfall relation mechanism according to claim 1, it is characterised in that: described drainage tube adopts double-strength pipe system to become.
6. Yield rainfall relation mechanism according to claim 1, it is characterised in that: described drainage tube diameter is between five to ten millimeters.
7. Yield rainfall relation mechanism according to claim 1, it is characterised in that: the built-in steel bar of described bed course, steel bar is secured transverse on bed course.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610110285.3A CN105735329A (en) | 2016-02-29 | 2016-02-29 | Dewatering and drainage mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610110285.3A CN105735329A (en) | 2016-02-29 | 2016-02-29 | Dewatering and drainage mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735329A true CN105735329A (en) | 2016-07-06 |
Family
ID=56248735
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610110285.3A Pending CN105735329A (en) | 2016-02-29 | 2016-02-29 | Dewatering and drainage mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735329A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102004017709A1 (en) * | 2004-04-07 | 2005-10-27 | Wils, Andrea | Closed method of lowering groundwater temporarily and locally, by pumping through filtration section with spray lances returning water to groundwater carrying layers |
| CN103061351A (en) * | 2012-12-24 | 2013-04-24 | 广西华蓝设计(集团)有限公司 | Device for preventing basement bottom floor from heaving and water permeating |
| CN204080839U (en) * | 2014-11-05 | 2015-01-07 | 江苏省华建建设股份有限公司 | A kind of Yield rainfall relation device |
| CN204530732U (en) * | 2015-01-28 | 2015-08-05 | 青岛一建集团有限公司 | A kind of structure of the precipitation based on basement elevator shaft plash |
| CN205591241U (en) * | 2016-02-29 | 2016-09-21 | 成都绿迪科技有限公司 | Drainage mechanism falls |
-
2016
- 2016-02-29 CN CN201610110285.3A patent/CN105735329A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102004017709A1 (en) * | 2004-04-07 | 2005-10-27 | Wils, Andrea | Closed method of lowering groundwater temporarily and locally, by pumping through filtration section with spray lances returning water to groundwater carrying layers |
| CN103061351A (en) * | 2012-12-24 | 2013-04-24 | 广西华蓝设计(集团)有限公司 | Device for preventing basement bottom floor from heaving and water permeating |
| CN204080839U (en) * | 2014-11-05 | 2015-01-07 | 江苏省华建建设股份有限公司 | A kind of Yield rainfall relation device |
| CN204530732U (en) * | 2015-01-28 | 2015-08-05 | 青岛一建集团有限公司 | A kind of structure of the precipitation based on basement elevator shaft plash |
| CN205591241U (en) * | 2016-02-29 | 2016-09-21 | 成都绿迪科技有限公司 | Drainage mechanism falls |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160706 |