Rapid slurry treatment system

Abstract

The utility model discloses a rapid slurry treatment system, and belongs to the field of slurry retaining wall construction. Comprising a slurry centralizing system, a screening and filtering system and a post-treatment system, the slurry centralizing system comprises a settling pond and a slurry cleaning pond, and a first conveying device for conveying settled slurry on the surface in the settling pond to the slurry cleaning pond is arranged in the settling pond; the screening and filtering system comprises a mud-water separation device, and a second conveying device for conveying clear pulp in the clear pulp tank to the mud-water separation device is arranged in the clear pulp tank; the post-treatment system comprises a soil collecting pit and a water storage pool, and muck and water obtained through separation of the mud-water separation device are conveyed to the soil collecting pit and the water storage pool respectively. According to the utility model, in the construction process of the GPS-10 drilling pile machine, the mud is coordinated and self-produced and self-sufficient in a construction site, so that the mud can be quickly and effectively supplemented, the redundant waste mud in the site can be timely digested, the economic burden is reduced, and the centralized treatment of waste residues also reduces the pollution to the environment.

Description

TECHNICAL FIELD

[0001] The utility model relates to the field of mud wall protection construction, especially point to a kind of mud rapid processing system. BACKGROUND

[0002] Positive cycle GPS-10 drilling pile machine operating speed is fast, applicable to various geologic strata, small field occupation, can simultaneously construct dozens of machines. In the construction process, mud wall protection technology needs to be used. Wall protection mud is generally composed of water, clay and chemical treatment agent. But in the process of pile forming and hole forming, the mud flowing out from the pile hole contains drill cuttings, and as the depth of the pile hole extends, it can no longer meet the requirements of wall protection and cuttings carrying. Therefore, the pile machine usually needs mud supplement replacement during drilling.

[0003] When GPS-10 pile machine drills, a large amount of mud needs to be supplemented to meet the construction needs, and there is a requirement for sufficient qualified mud on site for supplement. When pouring concrete, a large amount of mud is discharged, and the final pouring and forming of pile foundation is completed, which requires that the mud can be transported out in time. But the transportation cost is high, the coordination effort is great, and there are many external interference factors. UTILITY MODEL CONTENT

[0004] The utility model provides a kind of mud rapid processing system, can quickly and effectively supplement mud, also can timely digest the waste mud of site redundancy, reduce economic burden, and the centralized treatment of waste residue also reduces the pollution to environment.

[0005] The utility model provides technical scheme as follows:

[0006] A kind of mud rapid processing system, including mud concentration system, screening filtration system and post-processing system, wherein:

[0007] The mud concentration system includes sedimentation tank and clear slurry tank, first conveying device is provided in the sedimentation tank, and the clear slurry on the surface of the sedimentation tank after sedimentation is conveyed to the clear slurry tank;

[0008] The screening filtration system includes mud-water separation device, second conveying device is provided in the clear slurry tank, and the clear slurry in the clear slurry tank is conveyed to the mud-water separation device;

[0009] The post-processing system includes soil collection pit and water storage tank, and the residue and water separated by the mud-water separation device are conveyed to the soil collection pit and water storage tank respectively.

[0010] Further, the first conveying device and the second conveying device are first floating ball mud pump and second floating ball mud pump respectively, and the first floating ball mud pump and the second floating ball mud pump float on the liquid level of the sedimentation tank and the clear slurry tank respectively.

[0011] Further, the mud-water separation device is a filter press.

[0012] Further, the residue outlet and water outlet of the filter press are connected with the residue pit and water reservoir through residue conveying device and water conveying pipeline respectively.

[0013] Further, the sedimentation tank is connected with the mud construction site through mud conveying device.

[0014] Further, the clean mud tank is connected with the mud construction site through clean mud conveying device.

[0015] The utility model has the following beneficial effects:

[0016] The utility model discloses to the contradiction of present mud supply and demand, weaken external factor interference, increase on -the -spot digestion function, provide a kind of mud rapid processing system, the mud rapid processing system can guarantee GPS-10 drilling pile machine construction process, well coordinated in construction site to mud, do well self-sufficiency, both can quickly and effectively supplement mud, and can also timely digest the waste slurry of site redundancy, reduce economic burden, and the centralized treatment of waste residue also reduces the pollution to environment. BRIEF DESCRIPTION OF DRAWINGS

[0017] Figure 1 It is the schematic diagram of the mud rapid processing system of the utility model. DETAILED DESCRIPTION

[0018] In order to make the technical problem, technical scheme and advantages to be solved in the utility model more clear, the following will be described in detail in conjunction with the drawings and specific embodiment.

[0019] The utility model embodiment provides a kind of mud rapid processing system, including mud centralized system 1, screening filtration system 2 and post-processing system 3, wherein:

[0020] The size of mud centralized system 1 is designed according to the requirement of on-site, meets the storage of routine mud and reduces site occupation.Mud centralized system 1, screening filtration system 2 and post-processing system 3 are adjusted according to the requirement of on-site.

[0021] Mud centralized system 1 includes sedimentation tank 101 and clean mud tank 103, and the first conveying device 102 for conveying clean mud on the surface of sedimentation tank 101 after sedimentation to clean mud tank 103 is arranged in sedimentation tank 101.

[0022] The sedimentation tank 101 is connected with the mud construction site through a pump, a pipeline and other mud conveying devices, and all the mud on site is first introduced into the sedimentation tank 101 of the mud concentration system 1 to preliminarily deposit the drill cuttings contained in the mud, and the sedimentation tank 101 is regularly cleaned of large-particle sediment.

[0023] Meanwhile, if the mud is needed by the on-site GPS-10 pile machine, the mud can be directly pumped from the clear mud tank 103 of the mud concentration system 1. Specifically, the clear mud tank can be connected with the mud construction site of the GPS-10 pile machine through a pump, a pipeline and other clear mud conveying devices.

[0024] The screening and filtering system 2 comprises a mud-water separation device 201, and the clear mud tank 103 is provided with a second conveying device 202 for conveying the clear mud in the clear mud tank 103 to the mud-water separation device 201.

[0025] The second conveying device can be a second floating ball mud pump, and the mud-water separation device 201 can be a filter press, and the number of the filter press is at least one, and multiple filter presses can be simultaneously used according to actual needs. When the filter press 201 of the screening and filtering system 2 is started, the floating ball mud pump of the screening and filtering system 2 pumps the mud from the clear mud tank 103 of the mud concentration system 1 and sends the mud into the filter press for mud-water separation.

[0026] The post-processing system 3 comprises a soil collecting pit 301 and a water storage tank 302, and the soil cuttings separated by the mud-water separation device 201 are concentrated and stacked in the soil collecting pit 301 through a soil cutting conveying device, and the soil collecting pit 301 needs to be regularly transported out.

[0027] The mud rapid processing system can ensure that the mud is well coordinated and self-sufficient at the construction site during the construction process of the GPS-10 pile machine, can quickly and effectively supplement the mud, can timely digest the excess waste mud on site, reduces the economic burden, and reduces the pollution to the environment due to the centralized treatment of the waste cuttings.

[0028] The above is the preferred embodiment of the utility model, and it should be pointed out that, for ordinary skilled persons in the technical field, some improvements and refinements can be made without departing from the principles of the utility model, and these improvements and refinements should also be regarded as the protection range of the utility model.

Claims

1. A rapid mud processing system, characterized in that: It includes mud concentration system, screening and filtration system and post-processing system, including: The slurry concentration system includes a sedimentation tank and a slurry cleaning tank. The sedimentation tank is provided with a first conveying device for conveying the slurry on the surface after sedimentation in the sedimentation tank to the slurry cleaning tank. The screening and filtration system includes a mud-water separation device, and the pulp cleaning tank is provided with a second conveying device for conveying the clean pulp in the pulp cleaning tank to the mud-water separation device; The post-processing system includes a soil collection pit and a water reservoir, and the slag and water separated by the mud-water separation device are transported to the soil collection pit and the water reservoir respectively.

2. The rapid mud processing system according to claim 1, characterized in that: The first conveying device and the second conveying device are respectively a first float mud pump and a second float mud pump, and the first float mud pump and the second float mud pump float on the liquid surface of the sedimentation tank and the slurry cleaning tank respectively.

3. The rapid mud processing system according to claim 2, characterized in that: The mud-water separation device is a filter press.

4. The rapid mud processing system according to claim 3, characterized in that: The slag outlet and water outlet of the filter press are connected to the soil collecting pit and the water reservoir respectively through a slag conveying device and a water conveying pipeline.

5. The rapid mud processing system according to claim 4, characterized in that: The sedimentation tank is connected to the mud construction site through a mud conveying device.

6. The rapid mud processing system according to claim 5, characterized in that: The slurry cleaning pool is connected to the slurry construction site via a slurry cleaning conveying device.

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