CN201473408U - 垃圾渗透液处理系统设备 - Google Patents

垃圾渗透液处理系统设备 Download PDF

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CN201473408U
CN201473408U CN2009202232898U CN200920223289U CN201473408U CN 201473408 U CN201473408 U CN 201473408U CN 2009202232898 U CN2009202232898 U CN 2009202232898U CN 200920223289 U CN200920223289 U CN 200920223289U CN 201473408 U CN201473408 U CN 201473408U
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王安正
王安升
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Wang Anzheng
Wang Hai
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Abstract

本实用新型公开了一种垃圾渗透液处理系统设备，它是由真空井、真空抽滤池、沉淀曝气池、综合曝气池、污泥干化池组成，其各池连接顺序依次为综合曝气池、沉淀曝气池、真空抽滤池、真空井；沉淀曝气池、真空抽滤池分别与污泥干化池连接；综合曝气池、沉淀曝气池两侧装有曝气管，沉淀曝气池内设有清水排放软管，清水排放软管进水口处连一浮球、排水口穿过池侧底进入真空抽滤池；本设备处理程序简化，处理设备节省，减少了搅拌池和单独的曝气池，使建造投资降低1/3。处理单元结构简单，沉淀曝气池内仅用一个带浮球的软管即可及时将上层清水排出，使设备投次进一步节约。且排清水的效果好，可随清水面的升降而升降，达到连续排水而不会沾染下层的污水。

Description

垃圾渗透液处理系统设备
技术领域
本实用新型涉及一种污水处理装置，尤其涉及一种对由城镇生活垃圾产生的污水进行处理的垃圾渗透液处理系统设备。
背景技术
城镇生活垃圾处理的好坏直接影响着居民的居住环境和生活质量。因此，政府每年投入大量的资金用于建立垃圾中转站、垃圾处理厂和垃圾处理设备，由于生活垃圾在中转和等待处理阶段会发酵、腐烂产生大量的渗透液，俗称黑水，这些黑水如不及时收集和处理将会到处渗流，污染河道或地面环境，因此，城镇生活垃圾污水的处理是一个亟等解决的问题。目前所采用处理方法之一是建造井-池抽滤系统，利用竖井的高真空度对沉淀过滤池上的生活垃圾渗透液进行抽滤，专利号为001160257、专利名称为“物化同步法造纸污水循环处理工艺及其设备”即是此类处理装置。本发明人在2008年又对抽滤井的结构作了进一步改进，使其该装置更科学合理，应用更方便。但是，生活垃圾渗透液在进入真空抽滤井-池之前，首先需进入综合池、再进入搅拌池进行化学施药搅拌、再进入沉淀池沉淀、再进入曝气池曝气、最后才到真空抽滤池，本发明人在长时间的应用过程中发现：这种处理程序烦多、工程造价高，造成污水处理费用高。并且沉淀池结构复杂，需要在不同的高度分别设置排水管以便排放不同高度的清水。
发明内容：
为克服井-池过滤处理装置所存在的工序多，处理单元结构复杂的问题，本实用新型的目的是提供一种生活垃圾渗透液处理程序简化，处理单元结构简单，处理装置造价低，处理费用降低的垃圾渗透液处理系统设备。
本实用新型的技术方案是以下述方式实现的：
一种垃圾渗透液处理系统设备，它是由真空井、真空抽滤池、沉淀曝气池、综合曝气池、污泥干化池组成，其各池连接顺序依次为综合曝气池、沉淀曝气池、真空抽滤池、真空井，沉淀曝气池、真空抽滤池分别与污泥干化池连接，综合曝气池、沉淀曝气池两侧装有曝气管，沉淀曝气池内设有清水排放软管，清水排放软管进水口处连一浮球、排水口穿过池侧底进入真空抽滤池，污泥干化池与一旁的真空井连通，位于真空井内的连通管下端装有一截止阀，截止阀与井面上的钢丝绳连接。
沉淀曝气池是一上大下小的漏斗型的地上池，其下底部装有一排污泵，排污管排污口从沉淀曝气池上面与污泥干化池连通。
排污泵被沉淀曝气池上方的滑轮钢丝吊撑。
本实用新型的积极效果是：
1、污水处理程序简化，处理设备节省，减少了搅拌池和单独的曝气池，使建造投资大大降低可达1/3。
2、处理单元结构简单，沉淀曝气池内仅用一个带浮球的软管即可及时将上层清水排出，节省在池内不同层高的排水管，使设备投次进一步节约。
3、排清水的效果好，软管排水入口在浮球的带动下，可随清水面的降低而降低、升高而升高，达到连续排水而避免沾染下层的污水。
附图说明
图1为本实用新型的整体结构示意图。
图2为沉淀曝气池的结构示意图。
具体实施方式
下面结合附图对本实用新型作进一步说明
由图1可以看出：本垃圾渗透液处理系统设备，它是由真空井、真空抽滤池、沉淀曝气池、综合曝气池、污泥干化池组成，其各池连接顺序依次为综合曝气池、沉淀曝气池、真空抽滤池、真空井；沉淀曝气池、真空抽滤池分别与污泥干化池连接；污泥干化池与一旁的真空井连通。
位于真空井内的连通管8下端装有一截止阀9，截止阀与井面上的钢丝绳连接，通过提拉钢丝绳控制截止阀开或关。
由图2可以看出：综合曝气池、沉淀曝气池两侧装有曝气管7，沉淀曝气池内设有清水排放软管3，清水排放软管3进水口处连一浮球4、排水口2穿过池侧底进入真空抽滤池。
由图2还可以看出：沉淀曝气池是一上大下小的漏斗型的地上池，其下底部装有一排污泵1，排污管排污口6从沉淀曝气池上面与污泥干化池连通。
由图2还可以看出：排污泵1被沉淀曝气池上方的滑轮钢丝5吊撑。

Claims (4)

1.一种垃圾渗透液处理系统设备，它是由真空井、真空抽滤池、沉淀曝气池、综合曝气池、污泥干化池组成，其特征在于：各池连接顺序依次为综合曝气池、沉淀曝气池、真空抽滤池、真空井；沉淀曝气池、真空抽滤池分别与污泥干化池连接；综合曝气池、沉淀曝气池两侧装有曝气管(7)，沉淀曝气池内设有清水排放软管(3)，清水排放软管(3)进水口处连一浮球(4)、排水口(2)穿过池侧底进入真空抽滤池；污泥干化池与一旁的真空井连通。
2.根据权利要求1所述的垃圾渗透液处理系统设备，其特征在于：位于真空井内的连通管(8)下端装有一截止阀(9)，截止阀与井面上的钢丝绳连接。
3.根据权利要求1或2所述的垃圾渗透液处理系统设备，其特征在于：沉淀曝气池是一上大下小的漏斗型的地上池，其下底部装有一排污泵(1)，排污管排污口(6)从沉淀曝气池上面与污泥干化池连通。
4.根据权利要求3所述的垃圾渗透液处理系统设备，其特征在于：排污泵1被沉淀曝气池上方的滑轮钢丝(5)吊撑。
CN2009202232898U 2009-08-27 2009-08-27 垃圾渗透液处理系统设备 Expired - Fee Related CN201473408U (zh)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103159389A (zh) * 2011-12-16 2013-06-19 贵阳铝镁设计研究院有限公司 一种污泥的高效处理方法及污泥干化场
CN106630400A (zh) * 2016-12-02 2017-05-10 黑龙江东部节水设备有限公司 饮用水曝气处理装置

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103159389A (zh) * 2011-12-16 2013-06-19 贵阳铝镁设计研究院有限公司 一种污泥的高效处理方法及污泥干化场
CN106630400A (zh) * 2016-12-02 2017-05-10 黑龙江东部节水设备有限公司 饮用水曝气处理装置

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