CN217460648U - Water taking device suitable for semi-open type waterproof curtain - Google Patents
Water taking device suitable for semi-open type waterproof curtain Download PDFInfo
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- CN217460648U CN217460648U CN202221652984.8U CN202221652984U CN217460648U CN 217460648 U CN217460648 U CN 217460648U CN 202221652984 U CN202221652984 U CN 202221652984U CN 217460648 U CN217460648 U CN 217460648U
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Abstract
The utility model relates to the field of deep foundation pit construction, in particular to a water taking device suitable for a semi-open type water-stop curtain, which comprises a submersible pump, wherein a water taking pit is arranged at the disconnected water-stop curtain, a pipe well is arranged in the water taking pit, a filter pipe is arranged in the pipe well, a filling layer is arranged between the pipe well and the outer wall of the filter pipe, and a plugging layer is arranged at the top of the filter layer; the filter tube is characterized in that filter holes are uniformly distributed in the tube wall of the filter tube, the submersible pump is arranged at the bottom of the filter tube, a filter layer is arranged at the position, corresponding to the submersible pump, of the bottom of the filter tube and at the connection position of a pump tube of the submersible pump, and a protective layer is arranged outside the filter layer. The utility model discloses can be directly about carrying out the water intaking to the groundwater in the work progress, improve water resource utilization rate.
Description
Technical Field
The utility model belongs to the technical field of the deep basal pit construction and specifically relates to a water intaking device suitable for semi-open stagnant water curtain.
Background
In the design and construction of deep foundation pit, it is indispensable a ring to set up good waterproof curtain, from the arrangement of waterproof curtain, can divide into closed and not closed two kinds of forms, at general in-process, in order to obtain the best stagnant water effect, the waterproof curtain usually designs for closed type, but leads to the waterproof curtain can not totally be closed owing to special reason, fails to reach the effect of separation groundwater, guarantees the water proof effect.
Meanwhile, the water resource is used as a limited resource, the underground water in the foundation pit is recycled, the requirements of non-drinking water and fire-fighting water in a construction site and a living area can be met, and the quantity of used municipal water is reduced, so that the engineering cost is saved.
In a foundation pit of a conventional semi-closed waterproof curtain, a drainage ditch is generally arranged at the top of a broken waterproof curtain, a drainage port and a water collection well are arranged at the bottom of a slope, and then the waterproof curtain is excavated while pumping water and directly discharged into a municipal pipeline through an open ditch and a water pump. Only through setting up the surface water that the escape canal discharged in the foundation ditch, do not handle the position of water-stop curtain disconnection, the groundwater at the unclosed supporting construction position of unable effectual separation leads to the supporting construction seepage, makes the foundation ditch have the risk that the unstability collapses, does not carry out recycle to the groundwater in the foundation ditch simultaneously, causes the waste of water resource.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a water intaking device suitable for semi-open formula stagnant water curtain, it can effectively obstruct groundwater and carry out recycle, rational utilization groundwater to groundwater.
The utility model adopts the following technical scheme:
a water taking device suitable for a semi-open type waterproof curtain comprises a submersible pump, wherein a water taking pit is arranged at the disconnected waterproof curtain, a pipe well is arranged in the water taking pit, a filter pipe is arranged in the pipe well, a filling layer is arranged between the pipe well and the outer wall of the filter pipe, and a plugging layer is arranged at the top of a filter layer; the filter tube is characterized in that filter holes are uniformly distributed in the tube wall of the filter tube, the submersible pump is arranged at the bottom of the filter tube, a filter layer is arranged at the position, corresponding to the submersible pump, of the bottom of the filter tube and at the connection position of a pump tube of the submersible pump, and a protective layer is arranged outside the filter layer.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses a mode of tube well precipitation lets tube well and stagnant water curtain synergism, reachs the effect of separation groundwater, can effectively solve the problem that foundation ditch construction stage semi-open type stagnant water curtain stagnant water effect is not good, and this device can directly carry out the water intaking to the groundwater that the seepage flows in the tube well in the foundation ditch work progress, introduces groundwater recovery system with groundwater and carries out recycle, improves the utilization ratio of water resource.
Further, the utility model discloses a preferred scheme is:
the filter layer is laid along the inner wall of the filter tube and the lower tube opening of the filter tube, and the protective layer is arranged on the outer side of the filter layer.
The height of the filter layer and the protective layer is 1m, the filter layer is a nonwoven geotextile filter layer, and the protective layer is a steel wire mesh.
The filling layer is backfilled round gravel, the top of the filling layer is provided with a plugging layer, and the plugging layer is backfilled clay.
The outside of the filter tube is wrapped with non-woven geotextile.
The filter tube is a sand-free macroporous concrete tube, and the porosity of the filter tube is 20-25%.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic position diagram of a water taking pit and a waterproof curtain;
FIG. 3 is a schematic view of a tube well disposed below a concrete floor;
in the figure: a pipe well 1; a filling layer 2; a filter tube 3; a filtering hole 4; a filter layer 5; a protective layer 6; a submersible pump 7; a blocking layer 8; a steel casing 9; a water stop ring 10; a waterproof curtain 11; a water taking pit 12; and a well cover 13.
Detailed Description
The invention is further described with reference to the following drawings and specific embodiments.
As shown in figures 1 and 2, a water taking device suitable for a semi-open type waterproof curtain is characterized in that a water taking pit 12 is dug at a disconnected waterproof curtain 11, a pipe well 1 is arranged in the water taking pit 12, a phi 400 sand-free concrete filter pipe is arranged inside the pipe well 1, filter holes 4 are uniformly distributed in the pipe wall, the porosity of the filter pipe is 20-25%, and the porosity of the filter pipe 3 in the embodiment is 20%.
Utilize between the inner wall of tube well 1 and the 3 outer walls of chimney filter 2 to backfill, the top of filling layer 2 is provided with plugging layer 8, and filling layer 2 adopts the better round gravel of degree of grinding, during the packing with the round gravel packing closely knit, even, plugging layer 8 adopts the clay to carry out the shutoff, 8 shutoff of plugging layer to ground thickness, and the thickness of plugging layer 8 should be 1m at least.
The outer wall of the filter pipe 3 is wrapped with non-woven geotextile as a filter layer to prevent impurities in the pipe well 1 from blocking the filter holes 4.
The bottom of chimney filter 3 is provided with filter layer 5, and filter layer 5 is laid along 3 inner walls of chimney filter and the lower mouth of pipe of chimney filter 3, and filter layer 5 also adopts nonwoven geotechnological cloth to do the filter bed in this embodiment, and filter layer 5 lays 1m in chimney filter 3, lays the wire net between filter layer 5 and the 3 inner walls of chimney filter and is regarded as protective layer 6.
In this embodiment, the top of the filter tube 3 is 500mm higher than the ground, and a well lid 13 with a diameter of 450 mm is laid on the top of the filter tube 3.
This embodiment is when using, with the in-process of foundation ditch construction, the groundwater that will infiltrate in the tube well 1 is discharged into the sump pit through immersible pump 7, through the sedimentation tank after depositing to groundwater centralized recycle, immersible pump 7 is in the course of the work, filter groundwater through filter layer 5 in the chimney filter 3, in order to avoid large granule in the chimney filter 3 to cause immersible pump 7 to block up in getting into immersible pump 7, non-woven geotechnological cloth filter layer is wrapped up in the outside of chimney filter 3, prevent that debris in the tube well 1 from blockking up filtration pore 4.
When the pipe well 1 is arranged below the concrete bottom plate structure, a water intake needs to be arranged on the upper surface of the concrete bottom plate structure, the top of the filter pipe 6 is connected with a steel sleeve 9 in a socket joint mode, the steel sleeve 9 is made of phi 400 multiplied by 8 hot-rolled seamless steel pipes, the height of the steel sleeve 9 is larger than that of the concrete bottom plate, the sum of the backsides of the cushion layer and the waterproof layer, the upper end of the steel sleeve 9 is flush with the concrete bottom plate, the lower end of the steel sleeve extends out of the waterproof layer to be connected with the filter pipe 3, the interface positions of the steel sleeve 9 and the filter pipe 3 are located 10cm below the upper surface of the plugging layer 8, the interface positions are required to avoid weak layers such as the cushion layer and the plain soil layer, and the water stopping effect is improved. A water stop ring 10 is fixedly arranged in the middle of the steel sleeve 9. The submersible pump 7 penetrates through the steel sleeve and is lowered to the bottom of the filter pipe 3 to take water.
The utility model discloses can solve the foundation ditch construction stage, the not good problem of semi-open type stagnant water curtain stagnant water effect, the operation is simple and easy, and the engineering volume is little, and this device also can regard as the water intake device of foundation ditch construction completion back groundwater simultaneously, directly inserts groundwater recovery system, links to each other with sump pit, sedimentation tank, concentrates recycle to groundwater, and the groundwater of collection improves water resource utilization as construction water, life non-drinking water and fire control water etc. reduces construction cost.
The above is only the concrete implementation manner of the present invention, but the protection of the present invention is not limited to this, all the related art persons can think that the equivalent change or replacement is proposed to the technical solution technical feature, all included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a water intaking device suitable for semi-open type stagnant water curtain, includes the immersible pump, its characterized in that: a water taking pit is arranged at the disconnected waterproof curtain, a pipe well is distributed in the water taking pit, a filter pipe is arranged in the pipe well, a filling layer is arranged between the pipe well and the outer wall of the filter pipe, and a plugging layer is arranged at the top of the filter layer; the filter tube is characterized in that filter holes are uniformly distributed in the tube wall of the filter tube, the submersible pump is arranged at the bottom of the filter tube, a filter layer is arranged at the position, corresponding to the submersible pump, of the bottom of the filter tube and at the connection position of a pump tube of the submersible pump, and a protective layer is arranged outside the filter layer.
2. The water intake device for the semi-open waterproof curtain according to claim 1, wherein: the filter layer is laid along the inner wall of the filter tube and the lower tube opening of the filter tube, and the protective layer is arranged on the outer side of the filter layer.
3. The water intake device for the semi-open type waterproof curtain according to claim 1 or 2, wherein: the height of the filter layer and the protective layer is 1m, the filter layer is a nonwoven geotextile filter layer, and the protective layer is a steel wire mesh.
4. The water intake device for the semi-open waterproof curtain according to claim 1, wherein: the filling layer is the round gravel of backfilling, and the top of filling layer is provided with the shutoff layer, and the shutoff layer is the clay of backfilling.
5. The water intake device for the semi-open waterproof curtain according to claim 1, wherein: the outside of the filter tube is wrapped with non-woven geotextile.
6. The water intake device for the semi-open waterproof curtain according to claim 1, wherein: the filter tube is a sand-free macroporous concrete tube, and the porosity of the filter tube is 20-25%.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202221652984.8U CN217460648U (en) | 2022-06-30 | 2022-06-30 | Water taking device suitable for semi-open type waterproof curtain |
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Application Number | Priority Date | Filing Date | Title |
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CN202221652984.8U CN217460648U (en) | 2022-06-30 | 2022-06-30 | Water taking device suitable for semi-open type waterproof curtain |
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CN217460648U true CN217460648U (en) | 2022-09-20 |
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CN202221652984.8U Active CN217460648U (en) | 2022-06-30 | 2022-06-30 | Water taking device suitable for semi-open type waterproof curtain |
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2022
- 2022-06-30 CN CN202221652984.8U patent/CN217460648U/en active Active
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