CN218540931U - Anti-floating water pool for water-rich area - Google Patents

Abstract

The utility model discloses an anti pond of floating for rich water area belongs to the building engineering construction technology field. The utility model discloses a water-saving drainage device, including a plurality of water foster pond, set up and be in water foster bottom of the pool below reaches the rubble french drain of water foster wall toe top in pond is located the metal chimney filter of rubble french drain bottom sets up water foster pond periphery, and with the water-collecting pipeline that the metal chimney filter was put through mutually, with a plurality of sump wells that the water-collecting pipeline was put through mutually, and set up respectively inside the sump well, be suitable for the extraction the drain pump of the inside ponding of sump well. The utility model discloses a rubble french drain collects groundwater or rainwater, then assembles to the drainage shaft, then adopts the tertiary linkage drainage measure of water level control-water pump-check valve, dredges the drainage measure through intelligence, reduces ground water level to practice thrift the engineering cost of uplift pile.

Description

Anti-floating water pool for water-rich area

Technical Field

The utility model belongs to the technical field of the building engineering construction, especially, be used for anti pond of floating in rich water area.

Background

Aiming at the pool structure near the river, the anti-floating problem of the structure is needed to be solved in the design because the underground water level is higher. If reliable and effective anti-floating measures are not taken, the structure of the water pool can float, rise and deform, and further the problems of cracking of the bottom plate, instability of the structure and the like can be caused. The common anti-floating treatment method mainly comprises the following steps: self-weight anti-floating, anchoring anti-floating (anti-pulling pile, anchor rod anti-floating), etc.

Because the pond structure does not have the roof, can't increase the dead weight through the mode that increases earthing thickness, only can just can increase some weight through pond lateral wall and bottom plate thickness, also can cause the increase of volume simultaneously, and then increase buoyancy, consequently resist through increasing the pond dead weight and float, be difficult to satisfy actual demand. The common methods for anchoring and anti-floating are mainly two: the uplift pile is anti-floating and the soil anchor rod is anti-floating. The method has obvious anti-floating effect on the large-size water pool, but the bottom plate of the large-size water pool is a flat foundation, and the pile foundation is adopted for anti-floating, so that the partial reinforcement of the bottom plate or the change of the structural arrangement mode of the bottom plate is needed, and the manufacturing cost is further increased. And because the water fosters the characteristic of pond structure without the roof, under the higher condition of water level, uplift pile or soil layer stock use a large amount, the cost is higher.

Based on the anti-floating treatment method, on the premise of higher water level, the foundation treatment must comprehensively consider the bearing capacity and anti-floating design of the foundation for the construction of the pool structure, and the foundation treatment cost and treatment difficulty are greatly improved relative to a low water level area. Combine hydrogeology, peripheral building (structure), compromise factors such as pond usage is supported to water, reduce the cost and construction facility, the utility model provides a rich water area is through effectively reducing ground water level to combine pond water supply system to improve the anti processing method that floats of water rate of utilization.

SUMMERY OF THE UTILITY MODEL

In order to overcome the technical defect, the utility model provides an anti pond of floating for rich water area to solve the problem that the background art relates.

The utility model provides an anti pond of swimming for rich water area, include: the water treatment device comprises a plurality of water culture ponds, a macadam blind ditch arranged below the bottom of the water culture pond and above the wall toe of the water culture pond, a metal filter pipe arranged at the bottom of the macadam blind ditch, a water collection pipeline arranged on the periphery of the water culture pond and communicated with the metal filter pipe, a plurality of water collection wells communicated with the water collection pipeline, and drainage pumps arranged in the water collection wells and suitable for pumping accumulated water in the water collection wells.

Preferably or optionally, a plurality of water level detection devices are arranged at the bottom of the rubble blind ditch above the wall toe of the water culture pond along the vertical direction.

Preferably or optionally, an anode bar is arranged at the bottom of the metal filter tube; the anode bar and the metal filter tube are respectively connected with the positive electrode and the negative electrode of direct current.

Preferably or optionally, the anti-floating water pool further comprises a water reservoir and a pump room project; and four water culture ponds are respectively arranged on two sides of the reservoir and the pump room project.

Preferably or optionally, the water outlet pipeline of the drainage pump is connected with the water reservoir and the water inlet of the pump room project.

Preferably or optionally, the outlet conduit of the drain pump is provided with an intelligent check valve.

Preferably or optionally, the anti-floating pond anti-floating pile is provided with 40 anti-floating piles.

Preferably or optionally, the lithotripsy trench comprises: the ditch, lay the multilayer geotechnological cloth of ditch upper surface sets up rubble layer in the geotechnological cloth to and the tiling is in the bottom plate bed course of rubble layer top.

The utility model relates to an anti pond of floating for rich water area compares in prior art, has following beneficial effect: the utility model discloses a rubble french drain collects groundwater or rainwater, then assembles to the drainage shaft, then adopts the tertiary linkage drainage measure of water level control-water pump-check valve, dredges the drainage measure through intelligence, reduces ground water level to practice thrift the engineering cost of uplift pile, and combine the setting with the outlet conduit of drain pump and the water supply system of cistern and pump house engineering, reach the purpose that the pond water was supported to the using water wisely.

Drawings

Fig. 1 is a plan view of the pool of the present invention.

Fig. 2 is the utility model discloses a drainage system node sectional view falls.

The reference signs are: the water-saving type water-saving sewage treatment device comprises a water culture pond 1, a broken stone blind ditch 2, a bottom plate cushion layer 3, a metal filter pipe 4, a water collecting pipeline 5, a water collecting well 6, a drainage pump 7, a water level detection device 8, an anode rod 9, a reservoir and pump house project 10, an intelligent check valve 11 and a river channel water replenishing pipe 12.

Detailed Description

In the following description, numerous specific details are set forth in order to provide a more thorough understanding of the present invention. It will be apparent, however, to one skilled in the art, that the present invention may be practiced without one or more of these specific details. In other instances, well-known features have not been described in order to avoid obscuring the present invention.

Referring to fig. 1 to 2, an anti-floating water pool for a water-rich area, comprising: cistern and pump house engineering 10 is provided with a plurality of water and supports pond 1 in cistern and pump house engineering 10 both sides, 8 water support ponds in total in this embodiment, the pond degree of depth is about 3m. The reservoir and pump house project 10 is connected with external rivers, lakes through pipelines to provide water sources meeting the specified pipe sheet maintenance for the water culture pond 1; in this embodiment, the reservoir and pump house 10 includes a plurality of interconnected filtering ponds, pond treating ponds, and collecting ponds, which are conventional in the art and will not be described in detail herein.

The bottom of the water culture pond 1 is provided with a water lowering and draining system, the water lowering and draining system is mainly characterized in that a circle of water collecting pipeline 5 is arranged on the periphery of the water culture pond 1 and is connected with a water lowering water collecting well 6, a graded broken stone blind ditch 2 is arranged below the bottom of the water culture pond 1 and at the wall toe of the water culture pond 1 and is connected into the water collecting well 6 through a pipeline, a water draining pump 7 is arranged inside the water collecting well 6, an intelligent check valve 11 is arranged on a water outlet pipeline of the water draining pump 7 and is suitable for extracting accumulated water inside the water collecting well 6. The rubble french drain 2 includes: the trench with the inverted trapezoid cross section shape comprises a trench, a plurality of layers of geotextile laid on the upper surface of the trench, and a gravel layer arranged in the geotextile; and a bottom plate cushion layer 3 is flatly paved above the macadam blind ditch 2 to form a foundation for building the water culture pond 1. In addition, a plurality of water level detection devices 8 are arranged at the bottom of the broken stone blind ditch 2 above the wall toe of the water culture pond 1 along the vertical direction, the height of underground water is obtained through the plurality of water level detection devices 8, a proper precipitation scheme is determined, the anti-floating water level is effectively controlled, and the anti-floating and bearing capacity of the whole anti-floating pond is improved.

Adopt traditional anchor anti-floating treatment scheme, need set up 200 anti-floating piles, reduce groundwater through setting up drainage system now to combine the anti-floating treatment method that 1 water supply system in the water-supply pond used for 1 daily water in water-supply pond of groundwater that extracts, the anti-floating pile only needs to set up 40, reduces the anti-floating pile quantity by a wide margin, practices thrift about 166 ten thousand yuan of civil engineering construction cost.

In a further embodiment, the water outlet pipeline of the drainage pump 7 is connected with the river channel water replenishing pipe 12, so that accumulated water in the water collecting well 6 is drained to the river channel water replenishing pipe 12, and then is connected to the water inlet of the reservoir and pump house engineering 10, so as to supply water to the culture pond 1 for utilization.

In a further embodiment, the bottom of the metal filter tube 4 is provided with an anode bar 9; the anode bar 9 and the metal filter tube 4 are respectively connected with the positive pole and the negative pole of the direct current. By continuously discharging the anode rod 9, electrophoresis is formed between the anode rod 9 and the metal filter tube 4, so that the underground water is further ensured to flow into the infiltration tube, and the aim of precipitation is fulfilled.

In order to facilitate understanding of the technical scheme of the anti-floating water pool in the water-rich area, the working principle of the anti-floating water pool is briefly explained: in the course of the work, the anti water level that floats of 1 control room of water-supported pond through the control of a plurality of water level detection device 8, when anti water level that floats was too high, groundwater can assemble to sump pit 6 along rubble french drain 2, metal filter tube 4, collecting pipe 5, and anti water level that floats according to the design starts the sump pit 6 pump and draws water, forms the tertiary linkage drainage measure of water level control-water pump-check valve, guarantees that the water level is at controllable scope, improves the anti superficial and the bearing capacity in whole anti water-supported pond.

It should be noted that the various features described in the above embodiments may be combined in any suitable manner without departing from the scope of the invention. In order to avoid unnecessary repetition, the present invention does not separately describe various possible combinations.

Claims (9)

1. An anti-floating water pool for water-rich areas, characterized by comprising: a plurality of ponds are supported to water, set up and be in bottom of the pond is supported to water below and the rubble french drain of the toe top of pond is supported to water is located the metal chimney filter of rubble french drain bottom sets up the pond is supported to water peripheral, and with the water collecting pipe that the metal chimney filter was put through mutually, with a plurality of sump wells that the water collecting pipe was put through mutually, and set up respectively inside the sump well, be suitable for the extraction the drain pump of the inside ponding of sump well.

2. The anti-floating water pool for the water-rich area according to claim 1, wherein a plurality of water level detection devices are arranged at the bottom of the rubble blind ditch above the wall toe of the water culture pool along the vertical direction.

3. The anti-floating water pool for the water-rich area according to claim 1, wherein an anode bar is arranged at the bottom of the metal filter tube; the anode bar and the metal filter tube are respectively connected with the positive electrode and the negative electrode of direct current.

4. The anti-floating water pool for the water-rich area according to claim 1, further comprising a water storage pool and a pump house project; and four water culture ponds are respectively arranged on two sides of the reservoir and the pump room project.

5. The anti-floating water pool for the water-rich area according to claim 4, wherein the water outlet pipeline of the drainage pump is connected with the water inlet of the water storage tank and the pump house project.

6. The anti-floating water pool for the water-rich area according to claim 5, wherein an outlet pipe of the drainage pump is provided with an intelligent check valve.

7. The anti-floating water pool for the water-rich area according to claim 4, wherein 40 uplift piles are arranged at the bottom of the anti-floating water pool.

8. The anti-floating water pool for the water-rich area according to claim 1, wherein the rubble blind ditch comprises: the ditch, lay in the multilayer geotechnological cloth of ditch upper surface to and set up in the rubble layer in the geotechnological cloth.

9. The anti-floating water pool for the water-rich area according to claim 8, wherein a bottom plate cushion layer is paved above the macadam blind ditch in a flat way.

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