WO2022095882A1 - 桩基施工用泥浆处理装置 - Google Patents

桩基施工用泥浆处理装置 Download PDF

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Publication number
WO2022095882A1
WO2022095882A1 PCT/CN2021/128341 CN2021128341W WO2022095882A1 WO 2022095882 A1 WO2022095882 A1 WO 2022095882A1 CN 2021128341 W CN2021128341 W CN 2021128341W WO 2022095882 A1 WO2022095882 A1 WO 2022095882A1
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Prior art keywords
separation chamber
movable plate
filter
filter screen
mud
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PCT/CN2021/128341
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English (en)
French (fr)
Inventor
杨启武
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中国港湾工程有限责任公司
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Priority to ZA2022/03558A priority Critical patent/ZA202203558B/en
Publication of WO2022095882A1 publication Critical patent/WO2022095882A1/zh

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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D36/00Filter circuits or combinations of filters with other separating devices
    • B01D36/02Combinations of filters of different kinds

Definitions

  • the present invention relates to the technical field of construction equipment. More specifically, the present invention relates to a mud treatment device for pile foundation construction.
  • the pile foundation mud is usually used to balance the formation pressure and protect the stability of the hole wall.
  • the excess mud and the final waste mud during the construction process need to be further processed before they can be discharged, otherwise it will cause environmental pollution.
  • the treatment of these pile foundation mud is usually transported by tank truck to the designated area cofferdam for accumulation, natural drying and then directly discharged to the designated area, which seriously affects the environment.
  • the disposal cost is high, and the transportation and discharge are difficult.
  • the untimely transportation of the pile foundation mud at the construction site leads to the shutdown of the construction site, which seriously affects the progress of the construction project.
  • An object of the present invention is to solve at least the above-mentioned problems and to provide at least the advantages which will be explained later.
  • Another object of the present invention is to provide a mud treatment device for pile foundation construction, which can perform on-site treatment of excess mud and discarded mud in the process of pile foundation construction, has better separation effect on mud, and can treat the mud in the mud.
  • the sand and soil are separated, recycled and reused, and the final treated water is discharged through the overflow outlet.
  • the water quality can meet the construction water standard and can be directly used for the construction site, which not only reduces the cost of mud disposal, but also brings The invention has the advantages of simple structure and high economical practicability.
  • a mud treatment device for pile foundation construction comprising:
  • the first separation chamber is a hollow cube structure, the bottom of one side of the first separation chamber spaced along the width direction is provided with a mud inlet, and the top of the other side is provided with a liquid guide port;
  • a first filter screen which is horizontally inscribed inside the first separation chamber, and the periphery of the first filter screen is sealed and fixed to the inner wall of the first separation chamber;
  • any second filter screen is parallel to a side surface of the first separation chamber spaced along its width direction, and the two sides of the second filter screen are in contact with the inner wall of the first separation chamber. However, they do not interfere with each other.
  • the top of the second filter screen is slidably connected to the inner wall of the top surface of the first separation chamber, and the bottom is slidably connected to the top surface of the first filter screen.
  • the second filter screen can be opposite to the first filter screen. The screen moves along the width direction of the first separation chamber, and the two second filter screens move in opposite directions relative to the first separation chamber;
  • a plurality of first movable plates are located between the two second filter screens and are arranged at intervals in the vertical direction, and one end of any first movable plate close to the mud inlet is connected to one of the second filter screens
  • the side of the first movable plate is slidably connected, and the other end is inclined downward toward the direction close to the liquid guide port.
  • the two sides of the first movable plate that are spaced along the length of the first separation chamber The inner walls of the first movable plates are in contact with each other but do not interfere with each other; the first movable plate can move up and down relative to the second filter;
  • the two ends of the rod are hinged with the top inner wall of the first separation chamber and the upper side of the first movable plate respectively;
  • the bottom surface is connected to the inner wall, and the two ends of the first connecting rod are respectively hinged with the bottom surface inner wall of the first separation chamber and the lower side surface of a first movable plate located at the bottom;
  • a plurality of second movable plates, a second movable plate is arranged between any two first movable plates, any second movable plate is parallel to the first movable plate, and one end of the second movable plate close to the liquid guide port is parallel to the first movable plate.
  • the other side of the second filter screen is slidably connected, and the other end is inclined upward toward the direction close to the mud inlet, and the two sides of the second movable plate are spaced along the length direction of the first separation chamber.
  • the second movable plate can move up and down relative to the second filter; the two sides of any second movable plate pass through a second connecting rod and two adjacent The first movable plate is connected, and the two ends of any second connecting rod are respectively hinged with the side surfaces of the corresponding first movable plate and the second movable plate;
  • the second separation chamber is a hollow cylinder structure, and the upper part of the side surface is provided with an overflow port;
  • a filter cartridge which is coaxially arranged inside the second separation chamber, two ends of the filter cartridge are rotatably connected with the inner wall of the second separation chamber, and a plurality of filter holes are arranged at intervals on the circumferential side wall of the filter cartridge , a filter cloth is laid on the inner wall of the circumferential surface of the filter cartridge;
  • liquid catheter one end of which is communicated with the liquid introduction port, and the other end extends into the inside of the filter cartridge through the top surface of the second separation chamber and the top surface of the filter cartridge in sequence; the liquid catheter There is a water pump on it.
  • the mud treatment device for pile foundation construction also includes a transmission mechanism, which includes:
  • Two first rotating rods are located horizontally inside the first separation chamber, two second filter screens are located between the two first rotating rods, and one end of any first rotating rod is separated from the first rotating rod
  • the side and inner walls of the chamber are rotatably connected, the middle part is fixed with a first bevel gear, and the other end extends along the width direction of the first separation chamber and is rotatably connected with an adjacent second filter screen through a screw; one end of any screw It is fixedly connected with the middle part of the adjacent second filter screen, and the other end is inserted into the inside of the other end of the first rotating rod and is screwed with it;
  • Two second rotating rods one first rotating rod is correspondingly set with a second rotating rod, the lower end of any second rotating rod is fixed with a second bevel gear meshing with the first bevel gear, and the upper end extends vertically upwards and passes through it.
  • the upper ends of the two second rotating rods are connected by belt drive, and the upper end of one of the second rotating rods is connected with the output shaft of the motor.
  • the mud treatment device for pile foundation construction further includes a plurality of high-pressure spray heads, all of which are located inside the first separation chamber, and the plurality of high-pressure spray heads are arranged at intervals below the first filter screen and Located below the sand outlet, the water outlet of any high-pressure nozzle faces the first filter screen; the water inlets of a plurality of high-pressure nozzles are communicated with the water main pipe, and the water inlet end of the water main pipe passes through the The bottom surface of the first separation chamber is communicated with the overflow port.
  • one end of any second movable plate is provided with a sand leakage hole.
  • a plurality of protrusions are provided at intervals on both sides of any first movable plate and on both sides of any second movable plate.
  • any protrusion is provided with a plurality of bristles.
  • a third filter screen is provided in the liquid guide port.
  • the present invention has a simple structure, can carry out on-site treatment of excess mud and discarded mud in the process of pile foundation construction, and has a better separation effect on mud, and can separate, recycle and reuse the sand and soil in the mud for final treatment.
  • the water quality can reach the construction water standard and can be directly used for the construction site, which not only reduces the disposal cost of the mud, but also brings benefits, and has high economic practicability;
  • the mud to be treated enters the first separation chamber through the mud inlet at the bottom of the first separation chamber, passes through the first filter screen to filter out larger stones, and then passes through the first filter screen and one of the first filters.
  • the second filter meshes enter between the two second filter meshes, and the two second filter meshes move toward or away from each other relative to the first filter mesh, thereby driving the plurality of first movable plates and the second movable plates to move toward or away from each other,
  • the mud can be rubbed back and forth. During the rubbing process, the sand in the mud can be well separated, and the mud wrapped on the surface of the sand can be rubbed down.
  • the light mud moves upward with the flow of water, removes the sand and gravel in the mud in the first separation chamber, and then the mud water in the second separation chamber enters the inside of the filter cartridge through the catheter, and the filter cartridge rotates relative to the second separation chamber Under centrifugal action, the water is rotated into the annular space formed by the filter cartridge and the second separation chamber, and the mud in the muddy water is adsorbed on the filter cloth on the inner wall of the filter cartridge to form a filter layer with gaps, which can better
  • the muddy water is filtered and purified, and finally the water discharged through the overflow port on the side of the second separation chamber can reach the construction water standard;
  • a motor can simultaneously drive two second filter screens to move toward or away from each other, thereby driving a plurality of first movable plates and a plurality of second movable plates to move toward or away from each other, thereby achieving the opposite effect.
  • the kneading of the mud separates.
  • the motor drives the rotation of one of the second rotating rods, drives the rotation of the other second rotating rod through the belt drive, and the rotation of the two second rotating rods drives the horizontal movement of the corresponding screws, thereby driving the two second rotating rods.
  • the horizontal movement of the filter screen relative to the first filter screen drives the movement of a plurality of first movable plates and a plurality of second movable plates.
  • the matching positive and negative design realizes that when the two first rotating rods rotate in the same direction, the horizontal movement directions of the two screws are opposite, so that the moving directions of the second movable plate and the adjacent two first movable plates are opposite. Or the other way around, thereby rubbing the mud back and forth.
  • FIG. 1 is a schematic structural diagram of a mud treatment device for pile foundation construction according to an embodiment of the present invention
  • FIG. 2 is a schematic structural diagram of a mud treatment device for pile foundation construction according to another embodiment of the present invention.
  • the present invention provides a mud treatment device for pile foundation construction, which includes:
  • the first separation chamber 1 is a hollow cube structure, the bottom of one side of the first separation chamber 1 spaced along the width direction is provided with a mud inlet 11, and the top of the other side is provided with a liquid guide port 12;
  • the first filter screen 2 is horizontally inscribed in the interior of the first separation chamber 1, and the periphery of the first filter screen 2 is sealed and fixed to the inner wall of the first separation chamber 1;
  • any second filter screen 3 is parallel to one side of the first separation chamber 1 spaced along its width direction, and the two sides of the second filter screen 3 are parallel to each other.
  • the inner walls of the first separation chamber 1 are in contact but do not interfere with each other, the top of the second filter screen 3 is slidably connected to the inner wall of the top surface of the first separation chamber 1 , and the bottom is slid with the top surface of the first filter screen 2 connected, the second filter screen 3 can move relative to the first filter screen 2 along the width direction of the first separation chamber 1, and the movement directions of the two second filter screens 3 relative to the first separation chamber 1 are opposite;
  • a plurality of first movable plates 41 are located between the two second filter screens 3 and are arranged at intervals in the vertical direction. The end of any first movable plate 41 close to the mud inlet The sides of the two filter screens 3 are slidably connected, and the other end is inclined downward toward the direction close to the liquid guide port.
  • the inner walls of the first separation chamber 1 are in contact with each other but do not interfere with each other; the first movable plate can move up and down relative to the second filter screen 3;
  • the inner wall of the top surface of the separation chamber 1 is connected, and the two ends of the telescopic rod are hinged with the inner wall of the top surface of the first separation chamber 1 and the upper side of the first movable plate 41; the lower side of the first movable plate 41 located at the bottom
  • the first connecting rod 412 is connected to the inner wall of the bottom surface of the first separation chamber 1 , and the two ends of the first connecting rod are respectively connected to the inner wall of the bottom surface of the first separation chamber 1 and the lower side of the lowermost first movable plate 41 . hinged;
  • a plurality of second movable plates 42, a second movable plate is arranged between any two first movable plates, any second movable plate is parallel to the first movable plate, and the end of the second movable plate close to the liquid guide port It is slidably connected to the side surface of another second filter screen, and the other end extends upwards inclinedly toward the direction close to the mud liquid inlet.
  • the sides are in contact with the inner wall of the first separation chamber 1 but do not interfere with each other; the second movable plate can move up and down relative to the second filter; the two sides of any second movable plate pass through a second connecting rod 421 and a The two adjacent first movable plates are connected, and the two ends of any second connecting rod are hinged with the side surfaces of the corresponding first movable plate and the second movable plate respectively;
  • the second separation chamber 5 is a hollow cylinder structure, and an overflow port 51 is provided on the upper part of the side surface;
  • the filter cartridge 6 is coaxially arranged inside the second separation chamber 5, the two ends of the filter cartridge 6 are rotatably connected with the inner wall of the second separation chamber 5, and the circumferential sidewall of the filter cartridge 6 is spaced apart There are a plurality of filter holes, and a filter cloth is laid on the inner wall of the circumferential surface of the filter cartridge 6;
  • a catheter one end of which is communicated with the liquid guide port, and the other end extends through the top surface of the second separation chamber 5 and the top surface of the filter cartridge 6 into the interior of the filter cartridge 6 in turn; the A water pump is provided on the catheter.
  • the present invention has a simple structure, can carry out on-site treatment of excess mud and discarded mud in the process of pile foundation construction, has better separation effect on mud, and can separate, recycle and reuse sand and soil in mud.
  • the water after the final treatment is discharged through the overflow port 51 the water quality can reach the construction water standard, and can be directly used for the construction site, which not only reduces the disposal cost of the mud, but also brings benefits, and has high economical and practical. sex.
  • the mud to be treated enters the first separation chamber 1 through the mud inlet at the bottom of the first separation chamber 1, passes through the first filter screen to filter out larger stones, and then passes through the first filter screen and one of the
  • the second filter mesh enters between the two second filter meshes, and the two second filter meshes move toward or away from each other relative to the first filter mesh, thereby driving the plurality of first and second movable plates to move towards or away from each other , the mud can be rubbed back and forth.
  • the mud and sand in the mud can be well separated, and the mud wrapped on the surface of the sand can be rubbed down.
  • the sand with larger particles moves downward under the action of its own gravity, and the particle size is smaller.
  • the light mud moves upward with the water flow, removes the sand and gravel in the mud in the first separation chamber 1, and then the mud water in the second separation chamber 5 enters the interior of the filter cartridge 6 through the liquid conduit, and the filter cartridge 6 is relatively opposite.
  • the second separation chamber 5 rotates, and the water is rotated into the annular space formed by the filter cartridge 6 and the second separation chamber 5 under centrifugal action, and the mud in the muddy water is adsorbed on the filter cloth on the inner wall of the filter cartridge 6, forming a layer with voids.
  • the filter layer can better filter and purify the muddy water, and finally the water discharged through the overflow port 51 on the side of the second separation chamber 5 can reach the construction water standard.
  • the mud treatment device for pile foundation construction also includes a transmission mechanism, which includes:
  • the two first rotating rods 71 are located horizontally inside the first separation chamber 1, respectively, and the two second filter screens are located between the two first rotating rods 71.
  • One end of any first rotating rod 71 is connected to the The side inner wall of the first separation chamber 1 is rotatably connected, the middle part is fixed with a first bevel gear 712, and the other end extends along the width direction of the first separation chamber 1 and passes through a screw 72 with an adjacent second filter screen.
  • Rotational connection one end of any screw 72 is fixedly connected with the middle of the adjacent second filter screen, and the other end is inserted into the inside of the other end of the first rotating rod 71 and is threadedly connected with it;
  • Two second rotating rods 73 one first rotating rod 71 is correspondingly provided with a second rotating rod 73, the lower end of any second rotating rod 73 is fixedly fixed with a second bevel gear 731 meshing with the first bevel gear 712, and the upper end Extending vertically upwards and passing through the top surface of the first separation chamber 1 , the upper ends of the two second rotating rods 73 are connected by a belt 732 in a driving manner, and the upper end of one second rotating rod 73 is connected with the output shaft of the motor.
  • the present invention realizes that one motor drives the two second filter nets to move toward or away from each other through the transmission mechanism, and then drives a plurality of first movable plates and a plurality of second movable plates to move toward or away from each other, And then to achieve the kneading separation of the mud.
  • the motor drives the rotation of one of the second rotating rods 73, drives the rotation of the other second rotating rod 73 through the transmission of the belt 732, and the rotation of the two second rotating rods 73 drives the horizontal movement of the corresponding screw rods 72, and then Drive the horizontal movement of the two second filter screens relative to the first filter screen, thereby driving the movement of a plurality of first movable plates and a plurality of second movable plates.
  • the positive and negative design of the internal thread of the rotating rod 71 is matched, so that when the two first rotating rods 71 rotate in the same direction, the horizontal movement directions of the two screws 72 are opposite, so that the second movable plate and the adjacent two The moving directions of the first movable plates are opposite or opposite, thereby realizing the back and forth rubbing of the mud.
  • the mud treatment device for pile foundation construction further includes a plurality of high-pressure nozzles, all of which are located inside the first separation chamber 1 , and a plurality of high-pressure nozzles are arranged at intervals in the first filter Below the net and below the sand outlet, the water outlet of any high-pressure nozzle faces the first filter screen; the water inlets of a plurality of high-pressure nozzles are communicated with the water delivery main pipe, and the water inlet end of the water delivery main pipe Pass through the bottom surface of the first separation chamber 1 and communicate with the overflow port 51 .
  • the high-pressure water flow ejected by the high-pressure nozzle can wash the sediment on the first filter screen, so as to flush the sediment again, and at the same time, it can also disturb the water flow in the first separation chamber 1 to improve the separation effect of soil and sand in the mud. .
  • one end of any second movable plate is provided with a sand leakage hole.
  • the sediment that moves upward with the water flow will fall along the inclined slope of the second movable plate and fall through the sand leakage holes.
  • the sediment in the mud will be collected in the first separation chamber 1 and collected on the surface of the first filter screen. on the side close to the drainage port.
  • a plurality of protrusions 43 are provided at intervals on both sides of any first movable plate and on both sides of any second movable plate.
  • the plurality of protrusions 43 on the second movable plate and the two adjacent first movable plates can have a better rubbing effect on the mud, and can further separate the mud on the surface of the sand in the mud more effectively.
  • the sand in the mud is recycled, and the separation and treatment effect of the mud is better and better.
  • any protrusion 43 is provided with a plurality of bristles.
  • the rubbing effect of the second movable plate and the adjacent two first movable plates on the mud is further improved, thereby improving the separation effect of the sediment in the mud.
  • a third filter screen is arranged in the liquid guide port. The water moved from the first separation chamber 1 to the inside of the second separation chamber 5 is filtered again.

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  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Treatment Of Sludge (AREA)
  • Filtration Of Liquid (AREA)

Abstract

本发明公开了一种桩基施工用泥浆处理装置,其包括:第一分离室;第一过滤网,其水平内接于第一分离室内;两个第二过滤网,其位于第一过滤网的上方;多个第一活动板,其均位于两个第二过滤网之间;多个第二活动板,任意相邻的两个第一活动板之间设置一个第二活动板;第二分离室;过滤筒,其同轴设于第二分离室的内部。本发明可对桩基施工过程中多余的泥浆和废弃的泥浆进行现场处理,对泥浆的分离效果较好,可对泥浆中的沙子和泥土进行分离、回收再利用,最终处理后的水通过溢流口排出,水质可达到建筑施工用水标准,可直接用于施工现场所需,不仅降低了泥浆的处置费用,还可带来利益,且本发明结构简单,具有较高的经济实用性。

Description

桩基施工用泥浆处理装置 技术领域
本发明涉及建筑设备技术领域。更具体地说,本发明涉及一种桩基施工用泥浆处理装置。
背景技术
桩基工程施工过程中,通常需要采用桩基泥浆来平衡地层压力、保护孔壁稳定性,对于施工过程中多余的泥浆和最终废弃泥浆需要经过进一步的处理才能排放,不然会造成环境污染,然而这些桩基泥浆的处理通常通过槽罐车运送至指定区域围堰堆积、自然干化然后直接排放至指定区域,严重影响了环境,在运送过程中泥浆水四溢受到相关管制部门的罚款,在桩基泥浆的整个处理过程中,处置费用较高,运送、排放难度较大,施工现场的桩基泥浆运送不及时导致施工现场停工,严重影响了施工工程进度。
发明内容
本发明的一个目的是解决至少上述问题,并提供至少后面将说明的优点。
本发明还有一个目的是提供一种桩基施工用泥浆处理装置,其可对桩基施工过程中多余的泥浆和废弃的泥浆进行现场处理,对泥浆的分离效果较好,可对泥浆中的沙子和泥土进行分离、回收再利用,最终处理后的水通过溢流口排出,水质可达到建筑施工用水标准,可直接用于施工现场所需,不仅降低了泥浆的处置费用,还可带来利益,且本发明结构简单,具有较高的经济实用性。
为了实现根据本发明的这些目的和其它优点,提供了一种桩基施工用泥浆处理装置,其包括:
第一分离室,其为中空的立方体结构,所述第一分离室的沿其宽度方向间隔设置的一侧的底部设有泥浆进口,另一侧的顶部设有导液口;
第一过滤网,其水平内接于所述第一分离室的内部,所述第一过滤网的周边与所述第一分离室的内壁密封固接;
两个第二过滤网,其沿所述第一分离室的宽度方向间隔竖直位于所述第一分离室的内部并均位于所述第一过滤网的上方,且位于所述泥浆进口和所述导液口 之间,任一第二过滤网与所述第一分离室的沿其宽度方向间隔设置的一侧面平行,第二过滤网的两侧边与所述第一分离室的内壁接触但互不干涉,第二过滤网的顶部与所述第一分离室的顶面内壁滑动连接,底部与所述第一过滤网的顶面滑动连接,第二过滤网可相对所述第一过滤网沿所述第一分离室的宽度方向移动,且两个第二过滤网相对第一分离室的移动方向相反;
多个第一活动板,其均位于两个第二过滤网之间,并沿竖直方向间隔设置,任一第一活动板的靠近所述泥浆进液口的一端与其中一个第二过滤网的侧面滑动连接,另一端朝着靠近所述导液口的方向倾斜向下延伸,第一活动板的沿所述第一分离室的长度方向间隔设置的两侧边与所述第一分离室的内壁接触但互不干涉;第一活动板可相对第二过滤网上下移动;位于最上方的一个第一活动板的上侧面通过伸缩杆和所述第一分离室的顶面内壁连接,伸缩杆的两端分别和第一分离室的顶面内壁和该第一活动板的上侧面铰接;位于最下方的一个第一活动板的下侧面通过第一连接杆与所述第一分离室的底面内壁连接,第一连接杆的两端分别与第一分离室的底面内壁和位于最下方的一个第一活动板的下侧面铰接;
多个第二活动板,任意两个第一活动板之间设置一个第二活动板,任一第二活动板与第一活动板平行,第二活动板的靠近所述导液口的一端与另外一个第二过滤网的侧面滑动连接,另一端朝着靠近所述泥浆进液口的方向倾斜向上延伸,第二活动板的的沿所述第一分离室的长度方向间隔设置的两侧边与所述第一分离室的内壁接触但互不干涉;第二活动板可相对第二过滤网上下移动;任一第二活动板的两侧面分别通过一个第二连接杆和相邻的两个第一活动板连接,任一第二连接杆的两端分别和与其相对应的第一活动板和第二活动板的侧面铰接;
第二分离室,其为中空筒体结构,侧面的上部设有溢流口;
过滤筒,其同轴设于所述第二分离室的内部,所述过滤筒的两端与所述第二分离室的内壁转动连接,所述过滤筒圆周侧壁间隔设有多个过滤孔,所述过滤筒的圆周面内壁上铺设有过滤布;
导液管,其一端与所述导液口连通,另一端依次穿过所述第二分离室的顶面和所述过滤筒的顶面伸入所述过滤筒的内部;所述导液管上设有水泵。
优选的是,所述的桩基施工用泥浆处理装置,还包括传动机构,其包括:
两个第一转动杆,其分别水平位于所述第一分离室的内部,两个第二过滤网位于两个第一转动杆之间,任一第一转动杆的一端与所述第一分离室的侧面内壁转动连接,中部固设有第一伞齿轮,另一端沿所述第一分离室的宽度方向延伸并与相邻的一个第二过滤网通过一个螺杆转动连接;任一螺杆的一端与相邻的第二过滤网的中部固接,另一端插入第一转动杆的另一端的内部并与其螺纹连接;
两个第二转动杆,一个第一转动杆对应设置一个第二转动杆,任一第二转动杆的下端固设一个与第一伞齿轮啮合的第二伞齿轮,上端竖直向上延伸并穿出所述第一分离室的顶面,两个第二转动杆的上端通过皮带传动连接,其中一个第二转动杆的上端与电机的输出轴连接。
优选的是,所述的桩基施工用泥浆处理装置,还包括多个高压喷头,其均位于所述第一分离室的内部,多个高压喷头间隔设置于所述第一过滤网的下方且位于所述出沙口的下方,任一高压喷头的出水口朝向所述第一过滤网;多个高压喷头的进水口与输水主管连通,所述输水主管的进水端穿出所述第一分离室的底面并与溢流口连通。
优选的是,所述的桩基施工用泥浆处理装置,任一第二活动板的一端上设有漏沙孔。
优选的是,所述的桩基施工用泥浆处理装置,任一第一活动板的两侧面、任一第二活动板的两侧面上均间隔设有多个凸起。
优选的是,所述的桩基施工用泥浆处理装置,任一凸起上设有多个刷毛。
优选的是,所述的桩基施工用泥浆处理装置,所述导液口内设有第三过滤网。
本发明至少包括以下有益效果:
1、本发明结构简单,可对桩基施工过程中多余的泥浆和废弃的泥浆进行现场处理,对泥浆的分离效果较好,可对泥浆中的沙子和泥土进行分离、回收再利用,最终处理后的水通过溢流口排出,水质可达到建筑施工用水标准,可直接用于施工现场所需,不仅降低了泥浆的处置费用,还可带来利益,具有较高的经济实用性;
2、待处理的泥浆通过第一分离室底部的泥浆进液口进入第一分离室内,经过第一过滤网的第一次过滤掉较大的石块,随后通过第一过滤网和其中一个第二 过滤网进入两个第二过滤网之间,两个第二过滤网相对第一过滤网相向或相背移动,进而带动多个第一活动板和第二活动板的相向或相背移动,可对泥浆进行来回揉搓,揉搓过程中可将泥浆中泥沙进行很好的分离,将沙子表面包裹的泥揉搓下来,颗粒较大的沙子在自身重力作用下向下移动,粒径较小、质轻的泥随水流向上移动,在第一分离室中去除了泥浆中的砂石,进而第二分离室中的为泥水,通过导液管进入过滤筒内部,过滤筒相对第二分离室转动,离心作用下将水旋转至过滤筒和第二分离室形成的环形空间中,泥水中的泥吸附在过滤筒内壁上的过滤布上,形成一层具有空隙的过滤层,能够更好的对泥水进行过滤净化,最终通过第二分离室侧部上的溢流口排出的水可达到建筑施工用水标准;
3、本发明通过传动机构,实现一个电机同时带动两个第二过滤网的相向或相背移动,进而带动多个第一活动板和多个第二活动板相向或相背移动,进而达到对泥浆的揉搓分离。具体的为电机带动其中一个第二转动杆的转动,通过皮带传动带动另外一个第二转动杆的转动,两个第二转动杆的转动带动相对应的螺杆的水平移动,进而带动两个第二过滤网相对第一过滤网的水平移动,从而带动多个第一活动板和多个第二活动板的移动,可通过对两个螺杆上的外螺纹、两个第一转动杆的内螺纹螺纹匹配的正反的设计,实现两个第一转动杆转动方向相同时,两个螺杆的水平移动的方向相反,进而使得第二活动板和相邻的两个第一活动板的移动方向为相向或相背,由此实现对泥浆的来回揉搓。
本发明的其它优点、目标和特征将部分通过下面的说明体现,部分还将通过对本发明的研究和实践而为本领域的技术人员所理解。
附图说明
图1为本发明在一个实施例中所述的桩基施工用泥浆处理装置的结构示意图;
图2为本发明在另一个实施例中所述的桩基施工用泥浆处理装置结构示意图。
附图标记说明:1-第一分离室 11-泥浆进口 12-导液口 2-第一过滤网 3-第二过滤网 41-第一活动板 411-伸缩杆 412-第一连接杆 42-第二活动板 421-第二连接杆 43-凸起5-第二分离室 51-溢流口 6-过滤筒 71-第一转动杆 712-第一 伞齿轮 72-螺杆 73-第二转动杆 731-第二伞齿轮 732-皮带。
具体实施方式
下面结合附图及实施例对本发明做进一步的详细说明,以令本领域技术人员参照说明书文字能够据以实施。
应当理解,本文所使用的诸如“具有”、“包含”以及“包括”术语并不排除一个或多个其它元件或其组合的存在或添加。
需要说明的是,下述实施方案中所述实验方法,如无特殊说明,均为常规方法,所述试剂和材料,如无特殊说明,均可从商业途径获得。
在本发明的描述中,术语“横向”、“纵向”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,并不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。
如图1~2所示,本发明提供一种桩基施工用泥浆处理装置,其包括:
第一分离室1,其为中空的立方体结构,所述第一分离室1的沿其宽度方向间隔设置的一侧的底部设有泥浆进口11,另一侧的顶部设有导液口12;
第一过滤网2,其水平内接于所述第一分离室1的内部,所述第一过滤网2的周边与所述第一分离室1的内壁密封固接;
两个第二过滤网3,其沿所述第一分离室1的宽度方向间隔竖直位于所述第一分离室1的内部并均位于所述第一过滤网2的上方,且位于所述泥浆进口11和所述导液口12之间,任一第二过滤网3与所述第一分离室1的沿其宽度方向间隔设置的一侧面平行,第二过滤网3的两侧边与所述第一分离室1的内壁接触但互不干涉,第二过滤网3的顶部与所述第一分离室1的顶面内壁滑动连接,底部与所述第一过滤网2的顶面滑动连接,第二过滤网3可相对所述第一过滤网2沿所述第一分离室1的宽度方向移动,且两个第二过滤网3相对第一分离室1的移动方向相反;
多个第一活动板41,其均位于两个第二过滤网3之间,并沿竖直方向间隔设置,任一第一活动板41的靠近所述泥浆进液口的一端与其中一个第二过滤网 3的侧面滑动连接,另一端朝着靠近所述导液口的方向倾斜向下延伸,第一活动板41的沿所述第一分离室1的长度方向间隔设置的两侧边与所述第一分离室1的内壁接触但互不干涉;第一活动板可相对第二过滤网3上下移动;位于最上方的一个第一活动板的上侧面通过伸缩杆411和所述第一分离室1的顶面内壁连接,伸缩杆的两端分别和第一分离室1的顶面内壁和该第一活动板41的上侧面铰接;位于最下方的一个第一活动板41的下侧面通过第一连接杆412与所述第一分离室1的底面内壁连接,第一连接杆的两端分别与第一分离室1的底面内壁和位于最下方的一个第一活动板41的下侧面铰接;
多个第二活动板42,任意两个第一活动板之间设置一个第二活动板,任一第二活动板与第一活动板平行,第二活动板的靠近所述导液口的一端与另外一个第二过滤网的侧面滑动连接,另一端朝着靠近所述泥浆进液口的方向倾斜向上延伸,第二活动板的的沿所述第一分离室1的长度方向间隔设置的两侧边与所述第一分离室1的内壁接触但互不干涉;第二活动板可相对第二过滤网上下移动;任一第二活动板的两侧面分别通过一个第二连接杆421和相邻的两个第一活动板连接,任一第二连接杆的两端分别和与其相对应的第一活动板和第二活动板的侧面铰接;
第二分离室5,其为中空筒体结构,侧面的上部设有溢流口51;
过滤筒6,其同轴设于所述第二分离室5的内部,所述过滤筒6的两端与所述第二分离室5的内壁转动连接,所述过滤筒6圆周侧壁间隔设有多个过滤孔,所述过滤筒6的圆周面内壁上铺设有过滤布;
导液管,其一端与所述导液口连通,另一端依次穿过所述第二分离室5的顶面和所述过滤筒6的顶面伸入所述过滤筒6的内部;所述导液管上设有水泵。
上述技术方案中,本发明结构简单,可对桩基施工过程中多余的泥浆和废弃的泥浆进行现场处理,对泥浆的分离效果较好,可对泥浆中的沙子和泥土进行分离、回收再利用,最终处理后的水通过溢流口51排出,水质可达到建筑施工用水标准,可直接用于施工现场所需,不仅降低了泥浆的处置费用,还可带来利益,具有较高的经济实用性。
待处理的泥浆通过第一分离室1底部的泥浆进液口进入第一分离室1内,经 过第一过滤网的第一次过滤掉较大的石块,随后通过第一过滤网和其中一个第二过滤网进入两个第二过滤网之间,两个第二过滤网相对第一过滤网相向或相背移动,进而带动多个第一活动板和第二活动板的相向或相背移动,可对泥浆进行来回揉搓,揉搓过程中可将泥浆中泥沙进行很好的分离,将沙子表面包裹的泥揉搓下来,颗粒较大的沙子在自身重力作用下向下移动,粒径较小、质轻的泥随水流向上移动,在第一分离室1中去除了泥浆中的砂石,进而第二分离室5中的为泥水,通过导液管进入过滤筒6内部,过滤筒6相对第二分离室5转动,离心作用下将水旋转至过滤筒6和第二分离室5形成的环形空间中,泥水中的泥吸附在过滤筒6内壁上的过滤布上,形成一层具有空隙的过滤层,能够更好的对泥水进行过滤净化,最终通过第二分离室5侧部上的溢流口51排出的水可达到建筑施工用水标准。
另一种技术方案中,所述的桩基施工用泥浆处理装置,还包括传动机构,其包括:
两个第一转动杆71,其分别水平位于所述第一分离室1的内部,两个第二过滤网位于两个第一转动杆71之间,任一第一转动杆71的一端与所述第一分离室1的侧面内壁转动连接,中部固设有第一伞齿轮712,另一端沿所述第一分离室1的宽度方向延伸并与相邻的一个第二过滤网通过一个螺杆72转动连接;任一螺杆72的一端与相邻的第二过滤网的中部固接,另一端插入第一转动杆71的另一端的内部并与其螺纹连接;
两个第二转动杆73,一个第一转动杆71对应设置一个第二转动杆73,任一第二转动杆73的下端固设一个与第一伞齿轮712啮合的第二伞齿轮731,上端竖直向上延伸并穿出所述第一分离室1的顶面,两个第二转动杆73的上端通过皮带732传动连接,其中一个第二转动杆73的上端与电机的输出轴连接。
在上述技术方案,本发明通过传动机构,实现一个电机同时带动两个第二过滤网的相向或相背移动,进而带动多个第一活动板和多个第二活动板相向或相背移动,进而达到对泥浆的揉搓分离。具体的为电机带动其中一个第二转动杆73的转动,通过皮带732传动带动另外一个第二转动杆73的转动,两个第二转动杆73的转动带动相对应的螺杆72的水平移动,进而带动两个第二过滤网相对第一过滤网的水平移动,从而带动多个第一活动板和多个第二活动板的移动,可通 过对两个螺杆72上的外螺纹、两个第一转动杆71的内螺纹螺纹匹配的正反的设计,实现两个第一转动杆71转动方向相同时,两个螺杆72的水平移动的方向相反,进而使得第二活动板和相邻的两个第一活动板的移动方向为相向或相背,由此实现对泥浆的来回揉搓。
另一种技术方案中,所述的桩基施工用泥浆处理装置,还包括多个高压喷头,其均位于所述第一分离室1的内部,多个高压喷头间隔设置于所述第一过滤网的下方且位于所述出沙口的下方,任一高压喷头的出水口朝向所述第一过滤网;多个高压喷头的进水口与输水主管连通,所述输水主管的进水端穿出所述第一分离室1的底面并与溢流口51连通。高压喷头喷出的高压水流可对第一过滤网上的泥沙进行冲洗,达到对泥沙的再次冲洗,同时还可扰动第一分离室1内的水流,提高泥浆中泥土、砂石的分离效果。
另一种技术方案中,所述的桩基施工用泥浆处理装置,任一第二活动板的一端上设有漏沙孔。随着水流向上移动的泥沙会顺着第二活动板的倾斜坡面并通过漏沙孔落下,最终泥浆中的泥沙均收集在第一分离室1内,并聚集在第一过滤网上表面的靠近导液口的一侧。
另一种技术方案中,所述的桩基施工用泥浆处理装置,任一第一活动板的两侧面、任一第二活动板的两侧面上均间隔设有多个凸起43。第二活动板和相邻的两个第一活动板上的多个凸起43可对泥浆起到更好的揉搓效果,进而能够更加彻底的将泥浆中沙子表面的泥分离下来,更有效的将泥浆中的沙回收利用,泥浆的分离处理效果更佳优异。
另一种技术方案中,所述的桩基施工用泥浆处理装置,任一凸起43上设有多个刷毛。进一步提高第二活动板和相邻的两个第一活动板对泥浆的揉搓效果,进而提高对泥浆中泥沙的分离效果。
另一种技术方案中,所述的桩基施工用泥浆处理装置,所述导液口内设有第三过滤网。对从第一分离室1移动至第二分离室5内部的水进行再次过滤。
这里说明的设备数量和处理规模是用来简化本发明的说明的。对本发明的应用、修改和变化对本领域的技术人员来说是显而易见的。
尽管本发明的实施方案已公开如上,但其并不仅仅限于说明书和实施方式中 所列运用,它完全可以被适用于各种适合本发明的领域,对于熟悉本领域的人员而言,可容易地实现另外的修改,因此在不背离权利要求及等同范围所限定的一般概念下,本发明并不限于特定的细节和这里示出与描述的图例。

Claims (7)

  1. 桩基施工用泥浆处理装置,其特征在于,其包括:
    第一分离室,其为中空的立方体结构,所述第一分离室的沿其宽度方向间隔设置的一侧的底部设有泥浆进口,另一侧的顶部设有导液口;
    第一过滤网,其水平内接于所述第一分离室的内部,所述第一过滤网的周边与所述第一分离室的内壁密封固接;
    两个第二过滤网,其沿所述第一分离室的宽度方向间隔竖直位于所述第一分离室的内部并均位于所述第一过滤网的上方,且位于所述泥浆进口和所述导液口之间,任一第二过滤网与所述第一分离室的沿其宽度方向间隔设置的一侧面平行,第二过滤网的两侧边与所述第一分离室的内壁接触但互不干涉,第二过滤网的顶部与所述第一分离室的顶面内壁滑动连接,底部与所述第一过滤网的顶面滑动连接,第二过滤网可相对所述第一过滤网沿所述第一分离室的宽度方向移动,且两个第二过滤网相对第一分离室的移动方向相反;
    多个第一活动板,其均位于两个第二过滤网之间,并沿竖直方向间隔设置,任一第一活动板的靠近所述泥浆进液口的一端与其中一个第二过滤网的侧面滑动连接,另一端朝着靠近所述导液口的方向倾斜向下延伸,第一活动板的沿所述第一分离室的长度方向间隔设置的两侧边与所述第一分离室的内壁接触但互不干涉;第一活动板可相对第二过滤网上下移动;位于最上方的一个第一活动板的上侧面通过伸缩杆和所述第一分离室的顶面内壁连接,伸缩杆的两端分别与第一分离室的顶面内壁和位于最上方的一个第一活动板的上侧面铰接;位于最下方的一个第一活动板的下侧面通过第一连接杆与所述第一分离室的底面内壁连接,第一连接杆的两端分别与第一分离室的底面内壁和位于最下方的一个第一活动板的下侧面铰接;
    多个第二活动板,任意两个第一活动板之间设置一个第二活动板,任一第二活动板与第一活动板平行,第二活动板的靠近所述导液口的一端与另外一个第二过滤网的侧面滑动连接,另一端朝着靠近所述泥浆进液口的方向倾斜向上延伸,第二活动板的的沿所述第一分离室的长度方向间隔设置的两侧边与所述第一分离室的内壁接触但互不干涉;第二活动板可相对第二过滤网上下移动;任一第二活动板的两侧面分别通过一个第二连接杆和相邻的两个第一活动板连接,任一第 二连接杆的两端分别和与其相对应的第一活动板和第二活动板的侧面铰接;
    第二分离室,其为中空筒体结构,侧面的上部设有溢流口;
    过滤筒,其同轴设于所述第二分离室的内部,所述过滤筒的两端与所述第二分离室的内壁转动连接,所述过滤筒圆周侧壁间隔设有多个过滤孔,所述过滤筒的圆周面内壁上铺设有过滤布;
    导液管,其一端与所述导液口连通,另一端依次穿过所述第二分离室的顶面和所述过滤筒的顶面伸入所述过滤筒的内部;所述导液管上设有水泵。
  2. 如权利要求1所述的桩基施工用泥浆处理装置,其特征在于,还包括传动机构,其包括:
    两个第一转动杆,其分别水平位于所述第一分离室的内部,两个第二过滤网位于两个第一转动杆之间,任一第一转动杆的一端与所述第一分离室的侧面内壁转动连接,中部固设有第一伞齿轮,另一端沿所述第一分离室的宽度方向延伸并与相邻的一个第二过滤网通过一个螺杆转动连接;任一螺杆的一端与相邻的第二过滤网的中部固接,另一端插入第一转动杆的另一端的内部并与其螺纹连接;
    两个第二转动杆,一个第一转动杆对应设置一个第二转动杆,任一第二转动杆的下端固设一个与第一伞齿轮啮合的第二伞齿轮,上端竖直向上延伸并穿出所述第一分离室的顶面,两个第二转动杆的上端通过皮带传动连接,其中一个第二转动杆的上端与电机的输出轴连接。
  3. 如权利要求2所述的桩基施工用泥浆处理装置,其特征在于,还包括多个高压喷头,其均位于所述第一分离室的内部,多个高压喷头间隔设置于所述第一过滤网的下方且位于所述出沙口的下方,任一高压喷头的出水口朝向所述第一过滤网;多个高压喷头的进水口与输水主管连通,所述输水主管的进水端穿出所述第一分离室的底面并与溢流口连通。
  4. 如权利要求3所述的桩基施工用泥浆处理装置,其特征在于,任一第二活动板的一端上设有漏沙孔。
  5. 如权利要求4所述的桩基施工用泥浆处理装置,其特征在于,任一第一活动板的两侧面、任一第二活动板的两侧面上均间隔设有多个凸起。
  6. 如权利要求5所述的桩基施工用泥浆处理装置,其特征在于,任一凸起上设有多个刷毛。
  7. 如权利要求6所述的桩基施工用泥浆处理装置,其特征在于,所述导液口内设有第三过滤网。
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