CN216446147U - High salt wastewater pool - Google Patents

High salt wastewater pool Download PDF

Info

Publication number
CN216446147U
CN216446147U CN202123174286.XU CN202123174286U CN216446147U CN 216446147 U CN216446147 U CN 216446147U CN 202123174286 U CN202123174286 U CN 202123174286U CN 216446147 U CN216446147 U CN 216446147U
Authority
CN
China
Prior art keywords
fiber reinforced
glass fiber
reinforced plastic
pool wall
plate
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.)
Active
Application number
CN202123174286.XU
Other languages
Chinese (zh)
Inventor
陈子清
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Heilongjiang Jingshenghua Environmental Protection Technology Co ltd
Original Assignee
Heilongjiang Jingshenghua Environmental Protection Technology Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Heilongjiang Jingshenghua Environmental Protection Technology Co ltd filed Critical Heilongjiang Jingshenghua Environmental Protection Technology Co ltd
Priority to CN202123174286.XU priority Critical patent/CN216446147U/en
Application granted granted Critical
Publication of CN216446147U publication Critical patent/CN216446147U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model belongs to the technical field of environmental protection equipment, and particularly relates to a high-salinity wastewater tank, which comprises a basic tank wall, a glass fiber reinforced plastic lining plate and two liquid guide pipes; the foundation pool wall is positioned below the ground, the bottom of the foundation pool wall is provided with a drainage channel, the glass fiber reinforced plastic lining plate is laid on the foundation pool wall, and an asbestos plate is filled between the foundation pool wall and the glass fiber reinforced plastic lining plate; the top of wastewater disposal basin has laid L shape iron plate, two catheter welding on the L shape iron plate of water drainage tank top, the bottom welding of catheter has the connector, the welding has the U-shaped frame on two catheters. Increase the corrosion-resistant glass steel welt of one deck on the cement pond inner wall to be equipped with the water drainage tank of the desilting of being convenient for at the bottom of the pool, designed the convenient artifical ladder of going into the bottom of the pool down simultaneously. Convenient use, safety, reliability, economy, environmental protection and easy popularization and use on a large scale.

Description

High salt wastewater pool
Technical Field
The utility model belongs to the technical field of environment-friendly equipment, and particularly relates to a high-salinity wastewater tank.
Background
At present, high-salinity wastewater ponds used in environmental protection treatment plants are underground cement ponds, and the pond walls are built by red bricks and cement. The cement pool wall can be damaged or seeped after long-term use, and if the cement pool wall is not repaired or treated in time, waste liquid can permeate into soil to pollute the surrounding environment. Therefore, it is necessary to design a safe and environment-friendly high-salinity wastewater tank.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a safe and environment-friendly high-salinity wastewater tank. The corrosion-resistant glass steel lining plate of one deck is increased on the cement pond inner wall to be equipped with the water drainage tank of the desilting of being convenient for at the bottom of the pool, designed the artifical ladder of conveniently going into the bottom of the pool simultaneously. Convenient use, safety, reliability, economy, environmental protection and easy popularization and use on a large scale.
The technical scheme adopted by the novel method is as follows: a high-salinity wastewater pond comprises a basic pond wall, a glass fiber reinforced plastic lining plate and two liquid guide pipes; the foundation pool wall is positioned below the ground, the bottom of the foundation pool wall is provided with a drainage channel, the glass fiber reinforced plastic lining plate is laid on the foundation pool wall, and an asbestos plate is filled between the foundation pool wall and the glass fiber reinforced plastic lining plate; the water drainage tank is characterized in that an L-shaped iron plate is laid at the top of the wastewater tank, the two liquid guide pipes are welded on the L-shaped iron plate above the water drainage tank, a connector is welded at the bottom of each liquid guide pipe, and a U-shaped frame is welded on the two liquid guide pipes.
Further, the foundation pool wall is built by red bricks and cement.
Furthermore, the glass fiber reinforced plastic lining plate is formed by splicing a plurality of glass fiber reinforced plastic plates.
Furthermore, the L-shaped iron plate is fixed on the top of the foundation pool wall through an earth anchor bolt.
Furthermore, a support plate is welded between the transverse pipe of the liquid guide pipe and the L-shaped iron plate.
Furthermore, a connecting flange is welded at the top end of the liquid guide pipe.
Further, the depth of the drainage groove is not less than 30 cm.
This neotype beneficial effect: provides a safe and environment-friendly high-salinity wastewater tank. The corrosion-resistant glass steel lining plate of one deck is increased on the cement pond inner wall to be equipped with the water drainage tank of the desilting of being convenient for at the bottom of the pool, designed the artifical ladder of conveniently going into the bottom of the pool simultaneously. Convenient use, safety, reliability, economy, environmental protection and easy popularization and use on a large scale.
Drawings
FIG. 1 is a schematic cross-sectional view of the first embodiment;
FIG. 2 is a schematic top view of the embodiment;
FIG. 3 is a schematic view of a catheter according to one embodiment;
FIG. 4 is a right side view of FIG. 3;
fig. 5 is a schematic structural diagram of the second embodiment.
Detailed Description
Example one
Referring to fig. 1-4, a high salinity wastewater pond comprises a basic pond wall 1, a glass fiber reinforced plastic lining plate 3 and two liquid guide pipes 5; the bottom of the basic pool wall 1 is provided with a drainage channel 6, the glass fiber reinforced plastic lining plate 3 is laid on the basic pool wall 1, and an asbestos plate 2 is filled between the basic pool wall 1 and the glass fiber reinforced plastic lining plate 3; an L-shaped iron plate 4 is laid at the top of the wastewater disposal basin, the two liquid guide pipes 5 are welded on the L-shaped iron plate 4 above the drainage tank 6, the bottom of each liquid guide pipe 5 is welded with a connector 50, and U-shaped frames 51 are welded on the two liquid guide pipes 5; the foundation pool wall 1 is built by red bricks and cement; the glass fiber reinforced plastic lining plate 3 is formed by splicing a plurality of glass fiber reinforced plastic plates; the L-shaped iron plate 4 is fixed on the top of the basic pool wall 1 through an anchor bolt; a support plate is welded between the transverse pipe of the liquid guide pipe 5 and the L-shaped iron plate 4; the top end of the liquid guide pipe 5 is welded with a connecting flange; the depth of the drainage channel 6 is not less than 30 cm.
The glass fiber reinforced plastic plate has good acid resistance, alkali resistance and corrosion resistance, and can effectively prevent the wastewater tank from seeping. Because the roughness of basic cement pond wall is difficult to guarantee, lay the asbestos board between cement pond wall and glass steel welt and can prevent that breakable glass steel board from taking place fracture or breakage. The submersible pump is placed in the drainage tank and communicated with the liquid inlet of one liquid guide pipe, the high-salinity wastewater is conveyed to next treatment equipment through the liquid guide pipe, and the other liquid guide pipe can be used as a standby pipe. The design of the drainage channel is convenient for dredging, and most of sediments at the bottom of the pool can flow into the drainage channel, so that the dirt at the bottom of the pool can be cleaned conveniently after the pool is cleaned. The U-shaped frame welded between the two liquid guide pipes can be used as an artificial ladder, so that workers can conveniently enter the wastewater tank for maintenance. The L-shaped iron plate can effectively prevent the glass fiber reinforced plastic lining plate and the cement platform at the top of the wastewater tank from being damaged.
Example two
Referring to fig. 5, on the basis of the first technical solution of the embodiment, a rotating shaft 53 is welded on the outer sides of the two liquid guiding pipes, a guide wheel 52 is installed on the rotating shaft 53 through a bearing, and the guide wheel is located above the ground. The two guide wheels are used for turning the rope, so that the submersible pump is convenient to lift or lower, when the submersible pump is required to be lifted to the ground from the drainage groove, the two ends of the submersible pump are respectively tied with the rope, the rope is wound around the top of the guide wheels, the tail end of the rope is connected with the winch or the traction device, the submersible pump is lifted to the ground from the wastewater tank, the vertical rope is changed into the horizontal direction through the guide wheels, and the submersible pump is convenient to lift or lower.

Claims (7)

1. A high salt wastewater pond, its characterized in that: the wastewater pool comprises a basic pool wall (1), a glass fiber reinforced plastic lining plate (3) and two liquid guide pipes (5); a drainage channel (6) is arranged at the bottom of the basic pool wall (1), the glass fiber reinforced plastic lining plate (3) is laid on the basic pool wall (1), and an asbestos plate (2) is filled between the basic pool wall (1) and the glass fiber reinforced plastic lining plate (3); l shape iron plate (4) have been laid at the top of wastewater disposal basin, two liquid pipes (5) welding on L shape iron plate (4) of drain tank (6) top, the bottom welding of liquid pipe (5) has connector (50), the welding has U-shaped frame (51) on two liquid pipes (5).
2. A high salinity wastewater pond according to claim 1, wherein: the foundation pool wall (1) is built by red bricks and cement.
3. A high salinity wastewater pond according to claim 1, wherein: the glass fiber reinforced plastic lining plate (3) is formed by splicing a plurality of glass fiber reinforced plastic plates.
4. A high salinity wastewater pond according to claim 1, wherein: the L-shaped iron plate (4) is fixed at the top of the basic pool wall (1) through a ground anchor bolt.
5. A high salinity wastewater pond according to claim 1, wherein: a support plate is welded between the transverse pipe of the liquid guide pipe (5) and the L-shaped iron plate (4).
6. A high salinity wastewater pond according to claim 1, wherein: the top end of the liquid guide pipe (5) is welded with a connecting flange.
7. A high salinity wastewater pond according to claim 1, wherein: the depth of the drainage groove (6) is not less than 30 cm.
CN202123174286.XU 2021-12-17 2021-12-17 High salt wastewater pool Active CN216446147U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123174286.XU CN216446147U (en) 2021-12-17 2021-12-17 High salt wastewater pool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123174286.XU CN216446147U (en) 2021-12-17 2021-12-17 High salt wastewater pool

Publications (1)

Publication Number Publication Date
CN216446147U true CN216446147U (en) 2022-05-06

Family

ID=81375259

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202123174286.XU Active CN216446147U (en) 2021-12-17 2021-12-17 High salt wastewater pool

Country Status (1)

Country Link
CN (1) CN216446147U (en)

Similar Documents

Publication Publication Date Title
CN110805022B (en) Mud solidification treatment device and method for matching electroosmosis well point with well point dewatering
CN108385627B (en) Hydropower station diversion tunnel plugging construction method based on karst landform
CN216446147U (en) High salt wastewater pool
CN103693176A (en) Caisson dock gate
CN206428752U (en) Multifunctional diving pumping plant oblique pull suspension type fixes corollary apparatus
CN210737511U (en) Tower type groundwater pressure recharge equipment
CN111851508A (en) High-pressure-bearing circular deep foundation pit structure suitable for water-rich sand-gravel layer and construction method thereof
CN208039269U (en) A kind of three-layer pipe corridor section foundation pit supporting construction
CN204825813U (en) Absorption basin bottom plate reinforced structure
CN211735347U (en) Mud solidification treatment device for electroosmosis well point and well point dewatering matching
CN206784354U (en) A kind of U-shaped casing seal installation
CN216445033U (en) Comprehensive wastewater adjusting tank for comprehensive wastewater treatment system
CN217267576U (en) Deep foundation pit dewatering device
CN113152500B (en) Lake-facing deep foundation pit dewatering device and construction method thereof
CN104947636A (en) Stilling pool bottom plate reinforcing composition and construction method thereof
CN216445071U (en) A filtrating collecting pit for spent acid waste alkali processing system
CN218408776U (en) Intelligent precipitation system for artificial pipe jacking of marine sedimentary deposit
CN205954822U (en) A automatic pumping system for electric stove pit
CN216839820U (en) Novel bury formula integration sewage and promote pump station
CN216552033U (en) Underground diaphragm wall structure for prolonging underground water turbulence path in water-rich sandy stratum
CN106759666A (en) Multifunctional diving pumping plant oblique pull suspension type fixes corollary apparatus
CN203728682U (en) Buried mixing structure-type SBR sewage treatment system
CN210827519U (en) Simple foundation pit water pumping floating mat
CN217449058U (en) Automatic interlocking system for efficient sludge discharge of sedimentation tank
CN219639656U (en) Municipal administration pipeline rainy season anti-floating device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant