CN208065844U - A kind of Tailings Slurry flow-controllable part flow arrangement - Google Patents

Abstract

The utility model discloses a kind of Tailings Slurry flow-controllable part flow arrangements, including inlet pipe, overflow part flow arrangement, concentrator feed pipe for mortar and tailing dam feed pipe for mortar；Inlet pipe is connect with overflow part flow arrangement；Overflow part flow arrangement includes T-type diversion channel, direct current U slots, overflow U slots and tune stream lock containing longitudinal diversion channel and side overflow diversion channel；The longitudinal diversion channel of direct current U front of the slot connection, it is seamless that tail end connects tailing dam feed pipe for mortar；Overflow U front of the slot connects side overflow diversion channel, and tail end connects direct current U slots；It includes lock bridge, lifting handle, turbine, worm screw and flashboard to adjust stream lock, is separately positioned on T-type diversion channel crotch both sides；Concentrator feed pipe for mortar is connect with side overflow diversion channel, and stock inlet absolute altitude is less than the slot bottom absolute altitude of longitudinal diversion channel.The Tailings Slurry flow-controllable part flow arrangement have the advantages that it is simple in structure, easy to operate, make it is cheap, unpowered and can ensure that concentrator direction feed pipe for mortar ore pulp full packages makes concentrator progress working properly with operating cost.

Description

A kind of Tailings Slurry flow-controllable part flow arrangement

Technical field

The utility model is related to mill tailings to starch part flow arrangement, and in particular to a kind of Tailings Slurry flow-controllable part flow arrangement.

Background technology

Currently, after bargh is substantially separation of solid and liquid to the processing of Tailings Slurry, overflow clear water, which flows back into, selects factory's conduct Mill water, tailing underflow are discharged to tailing dam.According to select station-service regimen condition and reduce solid-liquid separating equipment cost, most mines The concentrator near factory is selected to be separated by solid-liquid separation by the way that Tailings Slurry shunting rear portion to be transported to, another part is delivered directly to Tailings Dam is realized using natural sedimentation and is separated by solid-liquid separation.Tailings Slurry part flow arrangement is generally shunted using three-way pipe at present, is deposited The problem of be：It is very serious to the friction damage of three-way pipe since Tailings Slurry is the mixture of particle slag and water, and The Tailings Slurry delivery pipe of dense generator terminal cannot ensure to reach full packages ore pulp but often with air, to influence concentrator just Often work, reduces the solid-liquid separation efficiency of concentrator.

The service life of Tailings Slurry part flow arrangement how is improved, and ensures the feed pipe for mortar ore pulp full packages in concentrator direction, is ground Study carefully a kind of easy to operate, inexpensive, service life length, flow-controllable Tailings Slurry part flow arrangement, with great safety economy Value.

Invention content

The purpose of this utility model is for complicated for operation, of high cost present in existing Tailings Slurry part flow arrangement, use Short life and the problems such as can not ensure concentrator direction feed pipe for mortar ore pulp full packages, provides a kind of simple in structure, easy to operate, system Make with operating cost it is cheap, it is unpowered and can ensure concentrator direction feed pipe for mortar ore pulp full packages Tailings Slurry flow-controllable shunt Device.

In order to achieve the above object, a kind of Tailings Slurry flow-controllable part flow arrangement of the utility model includes inlet pipe, overflow point Flow device, concentrator direction feed pipe for mortar and tailing dam direction feed pipe for mortar；The inlet pipe is wear-resisting glass-ceramic diabase pipe, with overflow Part flow arrangement is seamlessly connected；The overflow part flow arrangement includes T-type diversion channel, direct current U slots, overflow U slots and adjusts stream lock；The T Type diversion channel is the T-slot body of concrete masonry units, including longitudinal diversion channel and side overflow diversion channel, the side overflow diversion channel Slot bottom absolute altitude be less than the slot bottom absolute altitude of longitudinal diversion channel；The direct current U slots are concrete U-type slot, and front end is shunted with longitudinal Slot is seamlessly connected, and tail end is seamlessly connected with tailing dam direction feed pipe for mortar；The overflow U slots and direct current U slot same specifications, front end with Side overflow diversion channel is seamlessly connected, and tail end is seamlessly connected with direct current U slots；The tune stream lock includes lock bridge, lifting handle, whirlpool Wheel, worm screw and flashboard, are separately positioned on T-type diversion channel crotch both sides, enter direct current U slots and side overflow diversion channel to adjust Tailings Slurry amount；The lock bridge using U-shaped steel welding and inner width and direct current U slots with wide inverted U holder, and in its bridge crossbeam Intermediate indwelling mounting hole, the lower support bridge leg of the lock bridge is with concrete embedded in direct current U slot two-arm；The lifting handle is Lower end carries the long bolt of U-shaped connector, which passes through the mounting hole and turbine of lock bridge, and turbine is driven by worm screw Rotation is realized and is promoted up and down；The flashboard is plank identical with lock bridge inner width, passes through the U-shaped connector of bolt and lifting handle It is fixedly connected；Concentrator direction feed pipe for mortar is wear-resisting glass-ceramic diabase pipe, is seamlessly connected with side overflow diversion channel, this is dense The stock inlet absolute altitude of close machine direction feed pipe for mortar is less than the slot bottom absolute altitude of longitudinal diversion channel, to ensure to enter concentrator direction feed pipe for mortar Tailings Slurry be full packages.

A kind of Tailings Slurry flow-controllable part flow arrangement of the utility model has following technical characterstic and advantageous effect：

The first, it can be controlled by overflow part flow arrangement and enter concentrator direction feed pipe for mortar and tailing dam direction feed pipe for mortar Tailings Slurry flow.

The second, it can ensure the Tailings Slurry full packages into concentrator direction feed pipe for mortar, it is ensured that concentrator direction feed pipe for mortar end The separation of solid and liquid progress working properly of the concentrator at end.

Third, overflow part flow arrangement T-type diversion channel use concrete material, instead of the threeway used in the prior art Pipe, improves the service life of Tailings Slurry flow-controllable part flow arrangement.

Description of the drawings

Fig. 1 is a kind of Tailings Slurry flow-controllable part flow arrangement main structure diagram of the utility model.

Fig. 2 is Section A-A structural schematic diagram in Fig. 1.

Fig. 3 is B-B rotational structures schematic diagram in Fig. 1.

Fig. 4 is that Fig. 2 is that stream brake structure schematic diagram is adjusted in Fig. 1.

Reference numeral：It is inlet pipe 1, overflow part flow arrangement 2, T-type diversion channel 21, diversion channel 211, overflow diversion channel 212, straight It flows U slots 22, overflow U slots 23, adjust stream lock 24, lock bridge 241, lifting handle 242, turbine 243, worm screw 244, flashboard 245, concentrator Direction feed pipe for mortar 3, tailing dam direction feed pipe for mortar 4.

Specific implementation mode

Below in conjunction with the drawings and specific embodiments to a kind of Tailings Slurry flow-controllable part flow arrangement of the utility model make into One step is described in detail.

Shown in Fig. 1, Fig. 2, a kind of Tailings Slurry flow-controllable part flow arrangement of the utility model includes inlet pipe 1, overflow shunting Device 2, concentrator direction feed pipe for mortar 3 and tailing dam direction feed pipe for mortar 4；The inlet pipe 1 be wear-resisting glass-ceramic diabase pipe, with overflow Flow branching device 2 is seamlessly connected, and the Tailings Slurry for coming free factory is transported to overflow part flow arrangement 2；The overflow part flow arrangement 2 wraps It includes T-type diversion channel 21, direct current U slots 22, overflow U slots 23 and adjusts stream lock 24；The T-type diversion channel 21 is the T-type of concrete masonry units Groove body, including longitudinal diversion channel 211 and side overflow diversion channel 212, the slot bottom absolute altitude of side overflow diversion channel 212 is less than longitudinal The slot bottom absolute altitude of diversion channel 211；The direct current U slots 22 are concrete U-type slot, and front end is seamlessly connected with longitudinal diversion channel 211, Tail end is seamlessly connected with tailing dam direction feed pipe for mortar 4, and remaining Tailings Slurry passes through direct current U slots 22 after the shunting of T-type diversion channel 21 Into tailing dam direction feed pipe for mortar 4；The overflow U slots 23 and 22 same specification of direct current U slots, front end and side overflow diversion channel 212 are seamlessly connected, and tail end is seamlessly connected with direct current U slots 22, and the Tailings Slurry that 212 overflow of side overflow diversion channel goes out overflows to Then overflow U slots 23 enter tailing dam direction feed pipe for mortar 4 through direct current U slots 22；The tune stream lock 24 includes lock bridge 241, promotes spiral shell Bar 242, turbine 243, worm screw 244 and flashboard 245 are separately positioned on 21 crotch both sides of T-type diversion channel, enter direct current to adjust The Tailings Slurry amount of U slots 22 and side overflow diversion channel 212 ensures the Tailings Slurry amount tankful into overflow diversion channel 212；The lock That bridge 241 is welded using U-shaped steel and inner width and direct current U slots 22 are with wide inverted U holder, and indwelling is installed among its bridge crossbeam Hole, the lower support bridge leg of the lock bridge 241 is with concrete embedded in 22 two-arm of direct current U slots；The lifting handle 242 is lower end Long bolt with U-shaped connector, the lifting handle 242 pass through the mounting hole and turbine 243 of lock bridge 241, pass through 244 band of worm screw The rotation of dynamic turbine 243 is realized and is promoted up and down；The flashboard 245 be plank identical with 241 inner width of lock bridge, by bolt with carry The U-shaped connector for rising screw rod 242 is fixedly connected；Concentrator direction feed pipe for mortar 3 is wear-resisting glass-ceramic diabase pipe, is overflow with lateral Flow point chute 212 is seamlessly connected, and the stock inlet absolute altitude of the concentrator direction feed pipe for mortar 3 is less than the slot bottom mark of longitudinal diversion channel 211 Height, to ensure that the Tailings Slurry into concentrator direction feed pipe for mortar 3 as full packages, makes the concentrator of 3 end of concentrator direction feed pipe for mortar Separation of solid and liquid progress working properly.

Claims (1)

1. a kind of Tailings Slurry flow-controllable part flow arrangement, it is characterized in that：It includes inlet pipe, overflow part flow arrangement, concentrator side To feed pipe for mortar and tailing dam direction feed pipe for mortar；The inlet pipe is wear-resisting glass-ceramic diabase pipe, with the seamless company of overflow part flow arrangement It connects；The overflow part flow arrangement includes T-type diversion channel, direct current U slots, overflow U slots and adjusts stream lock；The T-type diversion channel is coagulation The T-slot body that soil is built by laying bricks or stones, including longitudinal diversion channel and side overflow diversion channel, the slot bottom absolute altitude of the side overflow diversion channel are less than The slot bottom absolute altitude of longitudinal diversion channel；The direct current U slots are concrete U-type slot, and front end is seamlessly connected with longitudinal diversion channel, tail end It is seamlessly connected with tailing dam direction feed pipe for mortar；The overflow U slots and direct current U slot same specifications, front end and side overflow diversion channel It is seamlessly connected, tail end is seamlessly connected with direct current U slots；The tune stream lock includes lock bridge, lifting handle, turbine, worm screw and flashboard, is divided It is not arranged in T-type diversion channel crotch both sides, to adjust the Tailings Slurry amount into direct current U slots and side overflow diversion channel；It is described That lock bridge is welded using U-shaped steel and inner width and direct current U slots are with wide inverted U holder, and the indwelling mounting hole among its bridge crossbeam, The lower support bridge leg of the lock bridge is with concrete embedded in direct current U slot two-arm；The lifting handle is that lower end carries U-shaped connection The long bolt of part, the lifting handle pass through the mounting hole and turbine of lock bridge, drive the rotation of turbine to realize up and down by worm screw and carry It rises；The flashboard is plank identical with lock bridge inner width, is fixedly connected with the U-shaped connector of lifting handle by bolt；It is described Concentrator direction feed pipe for mortar is wear-resisting glass-ceramic diabase pipe, is seamlessly connected with side overflow diversion channel, the defeated slurry in concentrator direction The stock inlet absolute altitude of pipe is less than the slot bottom absolute altitude of longitudinal diversion channel, to ensure that the Tailings Slurry into concentrator direction feed pipe for mortar is full Pipe.