CN210482395U - Basement drainage blind ditch - Google Patents
Basement drainage blind ditch Download PDFInfo
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- CN210482395U CN210482395U CN201920689259.XU CN201920689259U CN210482395U CN 210482395 U CN210482395 U CN 210482395U CN 201920689259 U CN201920689259 U CN 201920689259U CN 210482395 U CN210482395 U CN 210482395U
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Abstract
The utility model relates to the technical field of blind ditches, in particular to a basement drainage blind ditch, which comprises a blind ditch body, wherein a rubble layer is arranged in the blind ditch body, and the top surface of the rubble layer is sequentially provided with a first geotextile layer, a water guide grid layer, a polyethylene protective film layer, a plain concrete cushion layer and a structural bottom plate from bottom to top; a drain pipe is arranged in the blind ditch body, and a non-woven geotextile reversed filter layer is arranged outside the drain pipe; this internal observation well that is equipped with of french drain is equipped with the observation tube in, observes the interior structure bottom plate that wears out of tube, observes the tube bottom and is equipped with the brill flower hole, observes the tube bottom and wraps outward and have the second geotechnological cloth layer, observes the tube top and goes out water piping connection and junction and be equipped with the manometer subassembly. The utility model discloses stable in structure can monitor groundwater better.
Description
Technical Field
The utility model relates to a french drain technical field, specifically speaking relates to a basement drainage french drain.
Background
With the increase and deepening of underground engineering, people pay more and more attention to the anti-floating of underground buildings. Because the occurrence and supply relationship of underground water has great uncertainty, the flowing and supply modes of the fracture water are more complex, and a large number of high-rise buildings and underground garages with pure basements are built, so that the problem of the blind ditch under the bottom plate of the basement is very prominent.
In the structure of the existing blind ditch, the top of the blind ditch is directly contacted with the bottom plate of the basement, and when the water amount is large, the blind ditch leads water to be untimely, so that the bottom plate floats upwards and even cracks; in addition, the ground cannot observe the underground water in the blind ditch well, so that the emergency measures of draining and pressure reducing cannot be taken in time.
SUMMERY OF THE UTILITY MODEL
The present invention provides a basement drainage blind ditch which can overcome certain defects of the prior art.
According to the utility model, the basement drainage blind ditch comprises a blind ditch body, wherein a gravel layer is arranged in the blind ditch body, and a first geotechnical cloth layer, a water guide grid layer, a polyethylene protective film layer, a plain concrete cushion layer and a structural bottom plate are sequentially arranged on the top surface of the gravel layer from bottom to top; a drain pipe is arranged in the blind ditch body, and a non-woven geotextile reversed filter layer is arranged outside the drain pipe; this internal observation well that is equipped with of french drain is equipped with the observation tube in, observes the interior structure bottom plate that wears out of tube, observes the tube bottom and is equipped with the brill flower hole, observes the tube bottom and wraps outward and have the second geotechnological cloth layer, observes the tube top and goes out water piping connection and junction and be equipped with the manometer subassembly.
The gravel layer is used for drainage of the blind ditch and can support the structural bottom plate, the first geotechnical cloth layer, the water guide grid layer, the polyethylene protective film layer and the plain concrete cushion layer which are sequentially arranged on the top surface of the gravel layer can better isolate the structural bottom plate from the blind ditch, and the better water passing capacity can be continuously kept when the water amount in the blind ditch is larger, so that the safety of the basement bottom plate is ensured. The setting of observation tube in the observation well for subaerial personnel can look over the groundwater condition of french drain through the observation tube, and the observation tube bottom is equipped with bores the flower hole, then wraps with the second geotechnological cloth layer, like this, when guaranteeing to intake, can prevent again that debris from entering into in the observation tube, guarantee the intraductal cleanness of observation. Can the water pressure condition in the real-time supervision observation tube through the manometer subassembly, when water pressure is great, can be through the quick understanding of manometer subassembly to can take emergent sluicing decompression measure rapidly.
Preferably, a third geotextile layer is arranged in the blind ditch body.
The utility model discloses in, the stable in structure of blind ditch body is favorable to in setting up of third geotechnological cloth layer.
Preferably, the observation tube is provided with an exhaust valve.
The utility model discloses in, discharge valve can control the gas emission in the observation tube to control the atmospheric pressure in the observation tube effectively.
Preferably, the pressure gauge assembly is connected with an external water pressure automatic monitoring device.
The utility model discloses in, the manometer subassembly is connected with the automatic monitoring facilities of external water pressure, like this, can automatic monitoring water pressure, the automatic control drainage.
Drawings
FIG. 1 is a schematic view of a structure of a drainage blind ditch for a basement in example 1;
fig. 2 is an enlarged view of the structures of the first geotextile layer, the water guide mesh layer, the polyethylene protective film layer, the plain concrete cushion layer, and the structural bottom plate in example 1;
FIG. 3 is a schematic view of the structure of an observation tube in example 1.
Detailed Description
For a further understanding of the present invention, reference will be made to the following detailed description taken in conjunction with the accompanying drawings and examples. It is to be understood that the examples are illustrative of the invention only and are not limiting.
Example 1
As shown in fig. 1 to 3, the present embodiment provides a basement drainage blind ditch, which comprises a blind ditch body 110, wherein a gravel layer 120 is arranged in the blind ditch body 110, and a first geotextile layer 131, a water guide grid layer 132, a polyethylene protective film layer 133, a plain concrete cushion layer 134 and a structural bottom plate 135 are sequentially arranged on the top surface of the gravel layer 120 from bottom to top; a drain pipe 140 is arranged in the blind ditch body 110, and a non-woven geotextile reversed filter layer 141 is arranged outside the drain pipe 140; be equipped with observation well 150 in the french drain body 110, be equipped with in the observation well 150 and observe pipe 160, observe pipe 160 wears out structure bottom plate 135, and observation pipe 160 bottom is equipped with the drill hole 161, and the outsourcing of observation pipe 160 bottom has second geotechnological cloth layer 164, and the top of observation pipe 160 is connected and the junction is equipped with manometer subassembly 162 with outlet pipe 163.
The gravel layer 120 is used for draining the blind ditch and can support the structural bottom plate 135, the first geotextile layer 131, the water guide grid layer 132, the polyethylene protective film layer 133 and the plain concrete cushion layer 134 which are sequentially arranged on the top surface of the gravel layer 120 can better isolate the structural bottom plate 135 from the blind ditch, better water passing capacity can be continuously kept when the water amount in the blind ditch is larger, and the safety of the basement bottom plate is ensured. The setting of observation tube 160 in observation well 150 for subaerial personnel can look over the groundwater condition of french drain through observation tube 160, and observation tube 160 bottom is equipped with bores flower hole 161, then wraps with second geotechnological cloth layer 164, like this, when guaranteeing to intake, can prevent again that debris from entering into in the observation tube 160, guarantee the cleanness in the observation tube 160. Can real-time supervision observation pipe 160 internal water pressure condition through manometer subassembly 162, when water pressure is great, can be through the quick understanding of manometer subassembly 162 to can take emergent sluicing decompression measure rapidly.
In this embodiment, a third geotextile layer 111 is disposed in the blind ditch body 110.
The third geotextile layer 111 is arranged to facilitate the structural stability of the blind ditch body 110.
In this embodiment, the observation tube 160 is provided with an exhaust valve.
The vent valve can control the venting of gas within the sight tube 160, thereby effectively controlling the pressure of the gas within the sight tube 160.
In this embodiment, the pressure gauge component 162 is connected with an external water pressure automatic monitoring device.
The pressure gauge component 162 is connected with external automatic water pressure monitoring equipment, so that the water pressure can be automatically monitored, and the water drainage can be automatically controlled.
The present invention and its embodiments have been described above schematically, and the description is not limited thereto, and what is shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. Therefore, if the person skilled in the art receives the teaching of the present invention, without departing from the inventive spirit of the present invention, the person skilled in the art should also design the similar structural modes and embodiments without creativity to the technical solution, and all shall fall within the protection scope of the present invention.
Claims (4)
1. The utility model provides a basement drainage french drain which characterized in that: the blind ditch comprises a blind ditch body (110), wherein a gravel layer (120) is arranged in the blind ditch body (110), and a first geotextile layer (131), a water guide grid layer (132), a polyethylene protective film layer (133), a plain concrete cushion layer (134) and a structural bottom plate (135) are sequentially arranged on the top surface of the gravel layer (120) from bottom to top; a drain pipe (140) is arranged in the blind ditch body (110), and a non-woven geotextile reversed filter layer (141) is arranged outside the drain pipe (140); be equipped with observation well (150) in french drain body (110), be equipped with in observation pipe (160) in observation well (150), observe pipe (160) and wear out structure bottom plate (135), observe pipe (160) bottom is equipped with drill hole (161), and observation pipe (160) bottom outsourcing has second geotechnological cloth layer (164), and it is connected and the junction is equipped with manometer subassembly (162) with outlet pipe (163) to observe pipe (160) top.
2. The basement drainage french drain of claim 1, wherein: a third geotextile layer (111) is arranged in the blind ditch body (110).
3. The basement drainage french drain of claim 2, wherein: an exhaust valve is arranged on the observation tube (160).
4. The basement drainage french drain of claim 3, wherein: the pressure gauge component (162) is connected with the external water pressure automatic monitoring equipment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920689259.XU CN210482395U (en) | 2019-05-14 | 2019-05-14 | Basement drainage blind ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920689259.XU CN210482395U (en) | 2019-05-14 | 2019-05-14 | Basement drainage blind ditch |
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| Publication Number | Publication Date |
|---|---|
| CN210482395U true CN210482395U (en) | 2020-05-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920689259.XU Active CN210482395U (en) | 2019-05-14 | 2019-05-14 | Basement drainage blind ditch |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376594A (en) * | 2020-11-13 | 2021-02-19 | 深圳市天健(集团)股份有限公司 | Intelligent water pressure monitoring equipment for anti-floating early warning |
-
2019
- 2019-05-14 CN CN201920689259.XU patent/CN210482395U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376594A (en) * | 2020-11-13 | 2021-02-19 | 深圳市天健(集团)股份有限公司 | Intelligent water pressure monitoring equipment for anti-floating early warning |
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