CN107720987B - A manual integrated height-adjustable bottom aeration device for polluted river courses - Google Patents
A manual integrated height-adjustable bottom aeration device for polluted river courses Download PDFInfo
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- CN107720987B CN107720987B CN201710682613.1A CN201710682613A CN107720987B CN 107720987 B CN107720987 B CN 107720987B CN 201710682613 A CN201710682613 A CN 201710682613A CN 107720987 B CN107720987 B CN 107720987B
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- 238000005273 aeration Methods 0.000 title claims abstract description 74
- 230000001960 triggered effect Effects 0.000 claims description 6
- 230000000903 blocking effect Effects 0.000 claims 1
- 239000013049 sediment Substances 0.000 abstract description 11
- 238000006213 oxygenation reaction Methods 0.000 abstract description 3
- 238000012876 topography Methods 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 230000007423 decrease Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F7/00—Aeration of stretches of water
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Organic Chemistry (AREA)
- Treatment Of Sludge (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
技术领域technical field
本发明涉及强化净化技术领域,特别涉及一种用于污染河道底层曝气装置,可应用于受污染的河道。The invention relates to the technical field of enhanced purification, in particular to an aeration device for the bottom of polluted river channels, which can be applied to polluted river channels.
背景技术Background technique
曝气技术是有效提高污染河道水体溶氧水平的常用技术之一,对改善水体溶氧条件、修复河道受污染水体、减少水体氮负荷具有重要意义。但由于水下地形条件限制,往往不能完全满足曝气增氧的要求,同时也可能会搅动底泥,造成二次污染。Aeration technology is one of the commonly used technologies to effectively increase the dissolved oxygen level of polluted river water, which is of great significance for improving the dissolved oxygen condition of water, repairing polluted water of river, and reducing the nitrogen load of water. However, due to the limitation of underwater terrain conditions, the requirements of aeration and oxygen enhancement are often not fully met, and at the same time, the sediment may be stirred up, causing secondary pollution.
有鉴于此,特提出本发明。In view of this, the present invention is proposed.
发明内容Contents of the invention
本发明的主要目的在于提供一种手自一体式高度可调节的污染河道底层曝气装置,该装置可应用于污染河道底层,提供具有较强稳定性的曝气操作,从而实现在水下地形复杂条件下达到曝气增氧的目的。该装置能根据底泥扰动引起的浊度变化自行调整曝气高度,即当曝气高度太低,导致底泥扰动剧烈,引起浊度升高时,浊度计触动气阀打开,给升降气囊充气,带动曝气管上升;随着曝气高度提升,对底泥扰动减小,浊度下降,气阀关闭,曝气高度即可稳定在此高度。The main purpose of the present invention is to provide a manual integrated height-adjustable bottom aeration device for polluted river channels, which can be applied to the bottom of polluted river courses to provide aeration operation with strong stability, so as to realize the aeration in underwater terrain To achieve the purpose of aeration and oxygenation under complex conditions. The device can automatically adjust the aeration height according to the turbidity change caused by the disturbance of the sediment. That is, when the aeration height is too low, resulting in severe disturbance of the sediment and a rise in turbidity, the turbidity meter triggers the air valve to open, and the lifting air bag Inflate to drive the aeration tube to rise; as the aeration height increases, the disturbance to the sediment decreases, the turbidity decreases, the air valve is closed, and the aeration height can be stabilized at this height.
为实现上述目的,本发明采用如下技术方案:To achieve the above object, the present invention adopts the following technical solutions:
一种手自一体式高度可调节的污染河道底层曝气装置,包括曝气管8和至少一个支撑装置;A manually-integrated height-adjustable bottom aeration device for polluted river channels, comprising an aeration pipe 8 and at least one support device;
所述曝气管8水平设置;The aeration pipe 8 is arranged horizontally;
所述的支撑装置包括升降杆1、升降装置2、升降气囊13和浊度感应器11;The supporting device includes a
所述的升降杆1竖直设置,所述升降装置2与升降杆1纵向滑动连接,所述升降装置2与所述曝气管8固定连接;The
所述升降装置2与所述升降气囊13连接;所述升降气囊13通过气阀12连通所述曝气管8;所述浊度感应器11连接控制所述气阀12;所述浊度感应器11与所述升降装置2连接。The
进一步的,所述的支撑装置还包括定位装置,所述定位装置包括:若干限制下落的单向限位卡子15和卡子控制机构;Further, the support device also includes a positioning device, and the positioning device includes: a plurality of one-
所述单向限位卡子15纵向排布;所述单向限位卡子15与所述升降装置2相配合,能够限制所述升降装置向下运动;The one-
所述卡子控制机构包括卡子打开机构18和卡子关闭机构16;所述卡子控制机构与所有单向限位卡子15连接;所述卡子关闭机构16设置于所有单向限位卡子15上方,所述卡子打开机构18设置于所有单向限位卡子15下方,所述卡子打开机构18和所述卡子关闭机构16与所述升降装置2相配合,能够被所述升降装置2触发。The clip control mechanism includes a
进一步的,所述卡子控制机构包括:弹簧伸缩管,第一弹簧20,限位栓21,第二弹簧22,定位卡杆23,牵动绳24,打开杆25;所述升降杆1上配合所述弹簧伸缩管、卡子关闭机构16和卡子打开机构18设有孔洞;Further, the clamp control mechanism includes: a spring telescopic tube, a
所述定位卡杆23为刚性,并与所有单向限位卡子15相连;所述定位卡杆23设置于所述升降杆1外部;The
所述弹簧伸缩管水平设置于所述升降杆1内部;所述弹簧伸缩管包括刚性的套管19和刚性的弹簧管26;所述弹簧管26一端通过所述孔洞穿过所述升降杆1与所述定位卡杆23相连;所述弹簧管26另一端套接于所述套管19内,所述套管19与所述升降杆1固定连接;所述弹簧管26内设置第一弹簧20,所述第一弹簧20一端连接所述定位卡杆23,另一端与所述升降杆1相连,所述第一弹簧20松弛状态下长度大于所述弹簧管26;所述弹簧管26下端管壁配合所述限位栓21开设有卡槽27;所述牵动绳24一端连接所述定位卡杆23,另一端绕过固定于所述升降杆上的定滑轮28后与所述卡子关闭机构16相连;The spring telescopic tube is arranged horizontally inside the
所述限位栓21垂直于所述弹簧管26,所述卡子打开机构18通过刚性的打开杆25连接所述限位栓21;所述打开杆25通过第二弹簧22连接所述套管19。The
进一步的,所述的孔洞为水密性孔洞。Further, the holes are watertight holes.
进一步的,所述的弹簧伸缩管,第一弹簧20,限位栓21和第二弹簧22的数量可以有多个,沿所述定位卡杆23排列。Further, the number of the spring telescopic tube, the
进一步的,所述的升降装置2上设置有管卡10,通过所述管卡10与曝气管8连接。Further, the
进一步的,所述升降杆1上纵向设置有升降轨道,所述升降装置2由所述升降轨道限制只能上下移动。Further, the
进一步的,所述升降杆1连接有配重物。Further, the
进一步的,所述升降轨道为配重链条17,所述配重链条同时作为配重物。Further, the lifting track is a
进一步的,所述升降装置通过浮球绳3连接有浮球5。浮球漂浮于水面起到示意与提拉作用,可通过手动提拉浮球人工操作升降装置上移。Further, the lifting device is connected with a
进一步的,所述支撑装置由关节式支撑腿4支撑。Further, the support device is supported by articulated support legs 4 .
进一步的,所述关节式支撑腿4上,距离底端5cm处设置有阻逆卡7。该结构可抵消支撑杆自身重力和水体扰动下而产生的张力,确保整个结构不会发生下陷、垮塌和侧倾,保持整体框架结构的稳定。Further, on the articulated support leg 4, a reverse-
进一步的,所述支撑装置间隔5m设置。Further, the support devices are arranged at intervals of 5m.
进一步的,所述的升降杆1为不锈钢方管。Further, the
进一步的,所述的升降杆1边长为30mm,长度为50cm。Further, the
进一步的,所述曝气管8材质为PE管。Further, the aeration pipe 8 is made of PE pipe.
进一步的,所述曝气管8管径25mm。Further, the diameter of the aeration pipe 8 is 25mm.
进一步的,所述曝气管8上的曝气孔6孔径为2mm,所述曝气孔6间距25cm。Further, the diameter of the aeration holes 6 on the aeration pipe 8 is 2 mm, and the distance between the aeration holes 6 is 25 cm.
进一步的,所述升降杆1上设置有最高限位卡扣、中部限位卡扣和最低限位卡扣,所述最高限位卡扣距离支撑杆顶部5cm,所述最低限位卡扣距离底部5cm。Further, the
进一步的,所述单向限位卡子15长5cm,宽1cm,呈倒钩状。Further, the one-
进一步的,所述单向限位卡子15间距10cm。Further, the distance between the one-
进一步的,所述气阀12为三通气阀,所述三通气阀的两个端口分别连接所述气囊与所述曝气管,第三个端口形成对气囊的放气口。Further, the
为应对不同的水下地形情况,本发明所述的曝气方法可自行调节高度。具体为在支撑杆上安装智能升降装置,通过河底曝气对底泥的扰动情况根据浊度计传感器来调节曝气管的高度。In order to cope with different underwater topography conditions, the aeration method of the present invention can adjust the height by itself. Specifically, an intelligent lifting device is installed on the support rod, and the height of the aeration pipe is adjusted according to the disturbance of the sediment by the river bottom aeration according to the turbidimeter sensor.
采用上述技术方案,本发明具有如下有益效果:Adopt above-mentioned technical scheme, the present invention has following beneficial effect:
(1)可突破水下地形复杂的限制,实现在河道底层曝气增氧的目的;(1) It can break through the limitation of complex underwater terrain and achieve the purpose of aeration and oxygenation at the bottom of the river;
(2)结构简单,轻便灵活,水下稳定性高,(2) Simple structure, light and flexible, high underwater stability,
(3)既可根据河底曝气搅动底泥情况自动调节高度,又能手动调节高度,可以在河底曝气的同时减小对底泥的扰动,避免底泥再悬浮形成的二次污染,也可实现在不同河床深度的曝气,提高水体净化效果。(3) It can not only adjust the height automatically according to the aeration and stirring of the sediment at the river bottom, but also manually adjust the height, which can reduce the disturbance to the sediment while aerating the river bottom, and avoid the secondary pollution caused by the resuspension of the sediment , It can also realize aeration at different depths of the river bed, and improve the water purification effect.
附图说明Description of drawings
图1为污染河道底层曝气装置示意图;Fig. 1 is the schematic diagram of the aeration device at the bottom of the polluted river course;
图2为支撑装置的结构图;Fig. 2 is the structural diagram of supporting device;
图3为卡子控制机构的结构图;Fig. 3 is the structural diagram of clip control mechanism;
图中,1为升降杆,2为升降装置;3为浮球绳 4为关节式支撑腿;5为浮球;6为曝气孔;7为阻逆卡;8为曝气管;9为鼓风机;10为管卡;11为浊度感应器;12为气阀;13为升降气囊;14为气管;15为单向限位卡子;16为卡子关闭机构;17为配重链条;18为卡子打开机构;19为套管;20为第一弹簧;21为限位栓;22为第二弹簧;23为定位卡杆;24为牵动绳;25为打开杆;26为弹簧管;27为卡槽;28为定滑轮;。In the figure, 1 is the lifting rod, 2 is the lifting device; 3 is the floating ball rope; 4 is the articulated support leg; 5 is the floating ball; 6 is the aeration hole; 7 is the reverse card; 8 is the aeration tube; Blower; 10 is pipe clip; 11 is turbidity sensor; 12 is air valve; 13 is lifting air bag; 14 is air pipe; 15 is one-way limit clip; 16 is clip closing mechanism; Clip opening mechanism; 19 is a sleeve; 20 is a first spring; 21 is a limit bolt; 22 is a second spring; 23 is a positioning lever; 24 is a pulling rope; 25 is an opening lever; Draw-in groove; 28 is fixed pulley;.
实施方式Implementation
下面对本实用新型的实施方式作进一步详细描述。Embodiments of the present utility model are described in further detail below.
如图1-3所示的一种手自一体式高度可调节的污染河道底层曝气装置,包括曝气管8和至少一个支撑装置;As shown in Figure 1-3, a self-integrated height-adjustable polluted river bottom aeration device includes an aeration pipe 8 and at least one support device;
所述曝气管8水平设置;The aeration pipe 8 is arranged horizontally;
所述的支撑装置包括升降杆1、升降装置2、升降气囊13和浊度感应器11;The supporting device includes a
所述的升降杆1竖直设置,所述升降装置2与升降杆1纵向滑动连接,所述升降装置2与所述曝气管8固定连接;The lifting
所述升降装置2与所述升降气囊13连接;所述升降气囊13通过气阀12连通所述曝气管8;所述浊度感应器11连接控制所述气阀12;所述浊度感应器11与所述升降装置2连接。The
进一步的,所述的支撑装置还包括定位装置,所述定位装置包括:若干限制下落的单向限位卡子15和卡子控制机构;Further, the support device also includes a positioning device, and the positioning device includes: a plurality of one-way limit clips 15 and a clip control mechanism for restricting falling;
所述单向限位卡子15纵向排布;所述单向限位卡子15与所述升降装置2相配合,能够限制所述升降装置向下运动;The one-way limit clips 15 are arranged longitudinally; the one-way limit clips 15 cooperate with the
所述卡子控制机构包括卡子打开机构18和卡子关闭机构16;所述卡子控制机构与所有单向限位卡子15连接;所述卡子关闭机构16设置于所有单向限位卡子15上方,所述卡子打开机构18设置于所有单向限位卡子15下方,所述卡子打开机构18和所述卡子关闭机构16与所述升降装置2相配合,能够被所述升降装置2触发。The clip control mechanism includes a
进一步的,所述卡子控制机构包括:弹簧伸缩管,第一弹簧20,限位栓21,第二弹簧22,定位卡杆23,牵动绳24,打开杆25;所述升降杆1上配合所述弹簧伸缩管、卡子关闭机构16和卡子打开机构18设有孔洞;Further, the clamp control mechanism includes: a spring telescopic tube, a
所述定位卡杆23为刚性,并与所有单向限位卡子15相连;所述定位卡杆23设置于所述升降杆1外部;The
所述弹簧伸缩管水平设置于所述升降杆1内部;所述弹簧伸缩管包括刚性的套管19和刚性的弹簧管26;所述弹簧管26一端通过所述孔洞穿过所述升降杆1与所述定位卡杆23相连;所述弹簧管26另一端套接于所述套管19内,所述套管19与所述升降杆1固定连接;所述弹簧管26内设置第一弹簧20,所述第一弹簧20一端连接所述定位卡杆23,另一端与所述升降杆1相连,所述第一弹簧20松弛状态下长度大于所述弹簧管26;所述弹簧管26下端管壁配合所述限位栓21开设有卡槽27;所述牵动绳24一端连接所述定位卡杆23,另一端绕过固定于所述升降杆上的定滑轮28后与所述卡子关闭机构16相连;The spring telescopic tube is arranged horizontally inside the lifting
所述限位栓21垂直于所述弹簧管26,所述卡子打开机构18通过刚性的打开杆25连接所述限位栓21;所述打开杆25通过第二弹簧22连接所述套管19。The
进一步的,所述的孔洞为水密性孔洞。Further, the holes are watertight holes.
进一步的,所述的弹簧伸缩管,第一弹簧20,限位栓21和第二弹簧22的数量可以有多个,沿所述定位卡杆23排列。Further, the number of the spring telescopic tube, the
进一步的,所述的升降装置2上设置有管卡10,通过所述管卡10与曝气管8连接。Further, the
进一步的,所述升降杆1上纵向设置有升降轨道,所述升降装置2由所述升降轨道限制只能上下移动。Further, the lifting
进一步的,所述升降杆1连接有配重物。Further, the lifting
进一步的,所述升降轨道为配重链条17,所述配重链条同时作为配重物。Further, the lifting track is a
进一步的,所述升降装置通过浮球绳3连接有浮球5。浮球漂浮于水面起到示意与提拉作用,可通过手动提拉浮球人工操作升降装置上移。Further, the lifting device is connected with a floating
进一步的,所述支撑装置由关节式支撑腿4支撑。Further, the support device is supported by articulated support legs 4 .
进一步的,所述关节式支撑腿4上,距离底端5cm处设置有阻逆卡7。该结构可抵消支撑杆自身重力和水体扰动下而产生的张力,确保整个结构不会发生下陷、垮塌和侧倾,保持整体框架结构的稳定。Further, on the articulated support leg 4, a reverse-
进一步的,所述支撑装置间隔5m设置。Further, the support devices are arranged at intervals of 5m.
进一步的,所述的升降杆1为不锈钢方管。Further, the lifting
进一步的,所述的升降杆1边长为30mm,长度为50cm。Further, the
进一步的,所述曝气管8材质为PE管。Further, the aeration pipe 8 is made of PE pipe.
进一步的,所述曝气管8管径25mm。Further, the diameter of the aeration pipe 8 is 25mm.
进一步的,所述曝气管8上的曝气孔6孔径为2mm,所述曝气孔6间距25cm。Further, the diameter of the aeration holes 6 on the aeration pipe 8 is 2 mm, and the distance between the aeration holes 6 is 25 cm.
进一步的,所述升降杆1上设置有最高限位卡扣、中部限位卡扣和最低限位卡扣,所述最高限位卡扣距离支撑杆顶部5cm,所述最低限位卡扣距离底部5cm。Further, the lifting
进一步的,所述单向限位卡子15长5cm,宽1cm,呈倒钩状。Further, the one-
进一步的,所述单向限位卡子15间距10cm。Further, the distance between the one-way limit clips 15 is 10cm.
进一步的,所述气阀12为三通气阀,所述三通气阀的两个端口分别连接所述气囊与所述曝气管,第三个端口形成对气囊的放气口。Further, the
使用时,首先将装置整体放入河道底层,打开鼓风机9,使得曝气管8开始曝气工作。当曝气导致底泥扰动剧烈,引起浊度升高,浊度感应器所测浊度达到100mg/L以上时触动气阀12连通充气曝气管8和升降气囊13,给所述升降气囊13充气,升降装置2在升降气囊13所受浮力的作用下开始上升。During use, at first the whole device is put into the bottom of the river channel, and the blower 9 is turned on, so that the aeration pipe 8 starts aeration work. When aeration causes severe disturbance of the bottom mud, causing turbidity to rise, and when the turbidity measured by the turbidity sensor reaches above 100 mg/L, the
升降装置上升过程中,不受单向限位卡子15的作用,可自由上升,但不能自由下落,防止造成底泥悬浮,随着曝气高度提升,对底泥扰动减小,浊度下降并低于100mg/L时,由浊度感应器11控制气阀对升降气囊形成放气,升降装置停止上升且被单向限位卡子15限制无法下落,曝气高度即可稳定在此高度。During the rising process of the lifting device, it is not affected by the one-
如果升降装置继续上升至卡子关闭机构16的位置,则会触发卡子关闭机构16,卡子关闭机构16带动牵动绳24,使得弹簧管26朝向升降杆1运动,当弹簧管上设置的卡槽27达到限位栓21的位置时,在第二弹簧22的拉动下,限位栓21向上移动,伸入卡槽,从而使得定位卡杆23整体向升降杆1移动,失去对升降装置2的阻碍,从而升降装置2可自由下落至底部。当升降装置2落至底部时,触发卡子打开机构18,卡子打开机构18带动打开杆25整体向下移动,从而带动限位栓21向下移动,脱离卡槽27,使得定位卡杆23在第一弹簧的作用下背向升降杆1移动,使得单向限位卡子15能够恢复对升降装置2的单向限位作用。If the lifting device continues to rise to the position of the
当需要时,也可通过人工拉动浮球5上,从而通过浮球绳3牵动升降装置2从而调节曝气管8的高度。When needed, the height of the aeration tube 8 can also be adjusted by manually pulling the floating
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