CN213448533U - Foundation pit drainage structure - Google Patents
Foundation pit drainage structure Download PDFInfo
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- CN213448533U CN213448533U CN202021309719.0U CN202021309719U CN213448533U CN 213448533 U CN213448533 U CN 213448533U CN 202021309719 U CN202021309719 U CN 202021309719U CN 213448533 U CN213448533 U CN 213448533U
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- drainage
- foundation pit
- water
- pipeline
- drainage structure
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 63
- 238000005086 pumping Methods 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 238000004891 communication Methods 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
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Abstract
The utility model discloses a foundation ditch drainage structures. The foundation pit drainage structure comprises a foundation pit, a drainage belt and a pipeline. The bottom of the foundation pit is provided with a bottom plate, a drainage groove is formed between the bottom plate and the side wall of the foundation pit, the drainage belt comprises a first end and a second end, the first end is positioned in the drainage groove and connected with a drainage pump, the second end is positioned at the top of the side wall, and the second end is used for draining water; the pipeline is provided with a water inlet and a water outlet, the water inlet is connected with the second end, and the water outlet is connected with the water pumping device. When the place is comparatively narrow, the drainage of foundation ditch that can be smooth and easy completion through the embodiment of foundation ditch drainage structures.
Description
Technical Field
The utility model belongs to the technical field of the building and specifically relates to a foundation ditch drainage structure is related to.
Background
The foundation ditch drainage is as the important component part of foundation ditch engineering protection, has important effect to foundation ditch engineering safety, and general foundation ditch drainage structures all set up the escape canal at the top of foundation ditch, but in constrictive place, the top of foundation ditch does not have sufficient space to set up the escape canal for foundation ditch drainage receives the restriction.
SUMMERY OF THE UTILITY MODEL
The utility model discloses aim at solving one of the technical problem that exists among the prior art at least. Therefore, the utility model provides a foundation ditch drainage structures, when the place is comparatively narrow, the drainage of completion foundation ditch that can be smooth and easy through the embodiment of foundation ditch drainage structures.
The utility model discloses still provide a foundation ditch drainage structures, a serial communication port, include:
foundation pit: a bottom plate is arranged at the bottom of the foundation pit, and a drainage groove is formed between the bottom plate and the side wall of the foundation pit;
drainage area: the drainage belt comprises a first end and a second end, the first end is positioned in the drainage groove, the first end is connected with the drainage pump, the second end is positioned at the top of the side wall, and the second end is used for draining water;
pipeline: the pipeline is provided with a water inlet and a water outlet, the water inlet is connected with the second end, and the water outlet is connected with the water pumping device.
The utility model discloses foundation ditch drainage structures has following beneficial effect at least: because be equipped with water drainage tank between the bottom plate and the lateral wall of foundation ditch to can carry out the drainage through ponding in water drainage tank of drainage area and pipeline, make and need not to set up the escape canal at the top of foundation ditch, when the place is comparatively narrow, through the drainage of completion foundation ditch that above-mentioned structure also can be smooth and easy.
According to the utility model discloses a foundation ditch drainage structures of other embodiments, foundation ditch drainage structures include the sump pit, and the sump pit distributes in water drainage tank, and first end is located in the sump pit.
According to the utility model discloses a foundation ditch drainage structures of other embodiments, the interval of every adjacent sump pit is 20m to 30 meters.
According to the utility model discloses a foundation ditch drainage structures of other embodiments, foundation ditch drainage structures still include the leading water pipe, and the leading water pipe includes third end and fourth end, and the lateral wall is stretched into to the third end, and the lateral wall is outwards extended from the fourth end.
According to the utility model discloses a foundation ditch drainage structures of other embodiments, foundation ditch drainage structures include a plurality of drainage areas, are equipped with a plurality of tee bend nodes on the pipeline, and every second end homoenergetic can be connected with the branch road of tee bend node.
According to the utility model discloses a foundation ditch drainage structures of other embodiments, the opposite side of the relative foundation ditch of pipeline is equipped with the guardrail.
According to the utility model discloses a foundation ditch drainage structures of other embodiments still includes the grit chamber, and the pipeline is connected with the grit chamber.
According to the utility model discloses a foundation ditch drainage structures of other embodiments, the pipeline inclines to the one end that is close to the grit chamber from the one end of keeping away from the grit chamber, and the one end that closes on the grit chamber on the pipeline is connected with the grit chamber.
According to the utility model discloses a foundation ditch drainage structures of other embodiments, the leading water pipe sets up from the slope of third end to fourth end.
According to the utility model discloses a foundation ditch drainage structures of other embodiments, the pipeline is the PVC material.
Drawings
FIG. 1 is a side view of one embodiment of an excavation drainage configuration;
fig. 2 is a front view of a portion of the structure of fig. 1.
Description of the drawings: the water drainage system comprises a bottom plate 101, a foundation pit 102, a side wall 103, a water drainage groove 104, a pipeline 105, a water drainage pump 106, a water drainage belt 107, a water conduit 108, a first end 109, a second end 110, a third end 111, a fourth end 112, a guardrail 113, a water outlet 201 and a three-way joint 202.
Detailed Description
The conception and the resulting technical effects of the present invention will be described clearly and completely with reference to the following embodiments, so that the objects, features and effects of the present invention can be fully understood. Obviously, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and other embodiments obtained by those skilled in the art without inventive labor based on the embodiments of the present invention all belong to the protection scope of the present invention.
In the description of the embodiments of the present invention, if an orientation description is referred to, for example, the directions or positional relationships indicated by "upper", "lower", "front", "rear", "left", "right", etc. are based on the directions or positional relationships shown in the drawings, only for convenience of description and simplification of description, but not for indicating or implying that the indicated device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.
In the description of the embodiments of the present invention, if a feature is referred to as being "disposed", "fixed", "connected", or "mounted" on another feature, it can be directly disposed, fixed, or connected to the other feature or indirectly disposed, fixed, connected, or mounted on the other feature. In the description of the embodiments of the present invention, if "a plurality" is referred to, it means one or more, if "a plurality" is referred to, it means two or more, if "greater than", "less than" or "more than" is referred to, it is understood that the number is not included, and if "more than", "less than" or "within" is referred to, it is understood that the number is included. If reference is made to "first" or "second", this should be understood to distinguish between features and not to indicate or imply relative importance or to implicitly indicate the number of indicated features or to implicitly indicate the precedence of the indicated features.
The foundation pit drainage structure of this embodiment is applicable to the narrow and small place foundation pit drainage in place. Because in-process to the foundation ditch construction, precipitation weather can make place ponding, so the foundation ditch drainage has important effect that can not neglect to whole foundation ditch engineering safety. For solving the drainage problem, most constructors need set up the escape canal at the top of foundation ditch, but when the place was comparatively narrow, the top of foundation ditch did not have unnecessary space and sets up the escape canal. In view of the above situation, as an embodiment of the drainage structure of the foundation pit, as shown in fig. 1 and fig. 2, in this embodiment, the drainage structure of the foundation pit includes a foundation pit 102, a drainage strip 107 and a pipe 105, the foundation pit 102 includes a bottom plate 101 and a side wall 103, a drainage groove 104 is disposed between the bottom plate 101 and the bottom of the side wall 103, the drainage groove 104 is used for storing accumulated water, the drainage strip 107 includes a first end 109 and a second end 110, the first end 109 is connected with a drainage pump 106 and then disposed in the drainage groove 104 for pumping the accumulated water in the drainage groove 104, the second end 110 of the drainage strip 107 is located at the top of the side wall 103 and is used for draining water outwards, the pipe 105 is located at the top of the foundation pit 102 and includes a water inlet and a water outlet 201, the water inlet is connected with. When there is accumulated water in the drainage channel 104, the accumulated water is firstly pumped into the drainage belt 107 by the drainage pump 106, and then the accumulated water can enter the pipeline 105 through the drainage belt 107 and be pumped out of the pipeline 105 by the drainage pump through the cooperation of the drainage device and the drainage pump 106, so that the accumulated water is drained. Known through the above-mentioned structure, during the ponding that is arranged in water drainage tank 104 can be absorbed pipeline 105 through water drainage belt 107, the ponding that is arranged in pipeline 105 can be taken out by the device that draws water, the work of accomplishing the ponding of discharging, compare in the scheme that needs set up the escape canal at the top of foundation ditch 102, in this embodiment, only need set up pipeline 105 at the top of foundation ditch 102, when the place is narrow can't set up the escape canal at foundation ditch 102 top, the foundation ditch drainage structures that this embodiment provided also can guarantee the smooth completion of the work of discharging ponding.
Specifically, referring to fig. 1, the foundation pit 102 includes a bottom plate 101 and a side wall 103, the side wall 103 is disposed obliquely, a drainage groove 104 (which may surround only a part of the bottom plate 101) is formed around the bottom plate 101 between the side wall 103 and the bottom plate 101, and the drainage groove 104 may have any shape, such as a square shape or a circular shape, as long as the drainage groove 104 can be disposed around the bottom plate 101. Also, in the above embodiment, the shape of the pipe 105 is not limited, and may be a square pipe 105, or may be a circular pipe 105, as long as the drainage requirement of the pipe 105 can be satisfied.
As another example, the foundation pit drainage structure further includes a water conduit 108, and the water conduit 108 includes a third end 111 and a fourth end 112, as shown in fig. 1, the third end 111 penetrates through the sidewall 103 of the foundation pit 102 and extends into the soil, and the fourth end 112 extends to the outside of the sidewall 103, and the water conduit 108 is gradually inclined downward from the third end 111 to the direction in which the fourth end 112 extends. During rainfall, contain more moisture in the soil for the soil is easy to landing in to foundation ditch 102, outwards drainage through leading water pipe 108 to the moisture in the soil, make the moisture that is arranged in the soil discharge the moisture in the soil through the leading water pipe 108 that the slope set up, and make moisture flow into water drainage tank 104 in, rethread drainage zone 107 and pumping device are got rid of it outside foundation ditch 102, reach the purpose that reduces the possibility of soil to foundation ditch 102 landing.
As an example, the drainage structure of the foundation pit further comprises a water collection well, the water collection well is distributed in the drainage channel 104, the drainage channel 104 slopes towards the water collection well, and the first end 109 of the drainage strip 107, to which the drainage pump 106 is connected, is located in the water collection well. Since the drain tank 104 is sloped toward the sump, the accumulated water in the drain tank 104 flows into the sump and then is discharged out of the pipe 105 through the pipe 105 by the operation of the drain pump 106 so that the accumulated water can enter the drain zone 107.
Specifically, the distance between two adjacent water collecting wells is 20 meters to 30 meters, and the arrangement ensures that the excessive water collecting wells do not need to be additionally arranged on the premise of meeting the drainage requirement of the foundation pit 102, so that manpower and material resources are wasted.
As an embodiment, the drainage structure of the foundation pit includes a plurality of drainage strips 107, a plurality of three-way nodes 202 are disposed on the pipe 105, one branch of the three-way nodes 202 is connected to the water inlet of the pipe 105, and the other branches can be connected to the second end 110 of the drainage strip 107. The three-way junction 202 eliminates the need for additional openings in the pipe 105 for connection to the drain strip 107.
Referring to fig. 2, as another embodiment, the drainage structure of the foundation pit further includes a grit chamber, and the pipe 105 is in communication with the grit chamber. When the accumulated water enters the pipeline 105, a part of water flowing into the pipeline 105 is pumped out of the pipeline 105 through a water pumping device, and the silt remained in the pipeline 105 flows into the grit chamber.
As another example, as shown in fig. 2, the pipe 105 is inclined from the end far from the grit chamber to the end near the grit chamber (for example, a 1.5% slope is provided for the pipe 105), which can accelerate the flow of the silt in the pipe 105 into the grit chamber while ensuring that part of the water is pumped out by the water pumping device.
As another embodiment, as shown in fig. 1, the drainage structure of the foundation pit further includes a guardrail 113, and the guardrail 113 is located at the other side of the pipeline 105 relative to the foundation pit 102 to protect the pipeline, so as to ensure the safety of personnel.
As another example, the material of the pipe 105 is PVC.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present invention within the knowledge of those skilled in the art. Furthermore, the embodiments of the present invention and features of the embodiments may be combined with each other without conflict.
Claims (10)
1. A foundation pit drainage structure, comprising:
foundation pit: a bottom plate is arranged at the bottom of the foundation pit, and a drainage groove is formed between the bottom plate and the side wall of the foundation pit;
drainage area: the drainage belt comprises a first end and a second end, the first end is positioned in the drainage groove, the first end is connected with a drainage pump, and the second end is used for draining water;
pipeline: the pipeline is located the top of lateral wall, the pipeline is equipped with water inlet and delivery port, the water inlet with the second end is connected, the delivery port is used for being connected with pumping device.
2. The pit drainage structure of claim 1, comprising a water collection well distributed in the drainage channel, the first end being located in the water collection well.
3. The foundation pit drainage structure of claim 2, wherein each adjacent water collection well is spaced 20 to 30 meters apart.
4. The foundation pit drainage structure of claim 1, further comprising a penstock, the penstock including a third end that extends into the side wall and a fourth end that extends outwardly from the side wall.
5. A foundation pit drainage structure according to claim 4, wherein the penstock is inclined in a direction from the third end to the fourth end.
6. The foundation pit drainage structure according to claim 1, wherein the foundation pit drainage structure comprises a plurality of the drainage strips, a plurality of tee joints are arranged on the pipeline, and each second end can be connected with a branch of the tee joint.
7. The foundation pit drainage structure according to claim 1, wherein the other side of the pipeline opposite to the foundation pit is provided with a guardrail.
8. The foundation pit drainage structure according to claim 1, further comprising a grit chamber, the pipe communicating with the grit chamber.
9. The foundation pit drainage structure according to claim 8, wherein the pipe is inclined from an end away from the grit chamber to an end close to the grit chamber.
10. The foundation pit drainage structure of claim 4, wherein the pipe is made of PVC material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021309719.0U CN213448533U (en) | 2020-07-06 | 2020-07-06 | Foundation pit drainage structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202021309719.0U CN213448533U (en) | 2020-07-06 | 2020-07-06 | Foundation pit drainage structure |
Publications (1)
Publication Number | Publication Date |
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CN213448533U true CN213448533U (en) | 2021-06-15 |
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Family Applications (1)
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CN202021309719.0U Active CN213448533U (en) | 2020-07-06 | 2020-07-06 | Foundation pit drainage structure |
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CN (1) | CN213448533U (en) |
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2020
- 2020-07-06 CN CN202021309719.0U patent/CN213448533U/en active Active
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