CN201660535U - T-fill septic tank - Google Patents
T-fill septic tank Download PDFInfo
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- CN201660535U CN201660535U CN2010200019838U CN201020001983U CN201660535U CN 201660535 U CN201660535 U CN 201660535U CN 2010200019838 U CN2010200019838 U CN 2010200019838U CN 201020001983 U CN201020001983 U CN 201020001983U CN 201660535 U CN201660535 U CN 201660535U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 38
- 239000000945 filler Substances 0.000 claims abstract description 27
- 238000005192 partition Methods 0.000 claims abstract description 23
- 238000012856 packing Methods 0.000 claims abstract description 18
- 239000011449 brick Substances 0.000 claims abstract description 5
- 239000004567 concrete Substances 0.000 claims abstract description 4
- 238000007689 inspection Methods 0.000 claims abstract description 4
- 239000011152 fibreglass Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 2
- 239000004033 plastic Substances 0.000 claims description 2
- 229920003023 plastic Polymers 0.000 claims description 2
- 239000002990 reinforced plastic Substances 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 238000004026 adhesive bonding Methods 0.000 claims 1
- 230000000630 rising effect Effects 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 239000010865 sewage Substances 0.000 abstract description 21
- 238000009423 ventilation Methods 0.000 abstract description 3
- 238000004140 cleaning Methods 0.000 abstract description 2
- 239000004035 construction material Substances 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 abstract description 2
- 238000004904 shortening Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 15
- 238000004062 sedimentation Methods 0.000 description 12
- 230000029087 digestion Effects 0.000 description 7
- 238000009434 installation Methods 0.000 description 5
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005189 flocculation Methods 0.000 description 2
- 230000016615 flocculation Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
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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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- Treatment Of Biological Wastes In General (AREA)
Abstract
本实用新型为污水处理装置技术领域提供一种处理污水的T型填料化粪池。其主要特征是化粪池池体1采用砖砌或混凝土结构,内部用至少一道隔墙4进行分隔,化粪池的一端有进水管2,另一端有出水管3,隔墙4的中部有至少一个过水洞口8,自过水洞口8的进水一侧,承插入T型填料块5,每一格化粪池空间的上方有检查清掏口6,隔墙的上部两侧各设过气孔7,在化粪池的顶部设排气的通气管9。进水管2和出水管3可以根据引入和排出方向的需要设在池体的三个方向任选。该技术是从提高化粪池效率的角度设计,缩短了污水停留时间,提高了化粪池的容积利用效率,并节约了建设材料。
The utility model provides a T-shaped filler septic tank for treating sewage in the technical field of sewage treatment devices. Its main feature is that the septic tank body 1 adopts a brick or concrete structure, and is separated by at least one partition wall 4 inside. One end of the septic tank has a water inlet pipe 2, the other end has a water outlet pipe 3, and the middle part of the partition wall 4 has a At least one water hole 8, from the water inlet side of the water hole 8, is inserted into the T-shaped packing block 5, and there is an inspection and cleaning hole 6 above the space of each septic tank. Air hole 7, the ventilation pipe 9 of exhaust is established on the top of septic tank. The water inlet pipe 2 and the water outlet pipe 3 can be arranged in three directions of the pool body according to the requirements of the introduction and discharge directions. This technology is designed from the perspective of improving the efficiency of septic tanks, shortening the residence time of sewage, improving the volume utilization efficiency of septic tanks, and saving construction materials.
Description
技术领域technical field
本实用新型属于污水处理装置技术领域,具体涉及一种把T型固定式填料安装在化粪池内部的污水处理工艺。The utility model belongs to the technical field of sewage treatment devices, in particular to a sewage treatment process in which a T-shaped fixed packing is installed inside a septic tank.
技术背景technical background
本实用新型适用于污水预处理的沉淀消化处理,特别是作为提高工作效率的技术措施应用于化粪池。在污水处理的整个过程中,是由预处理工艺和后续工艺共同实现,化粪池就是属于生活污水的预处理工艺。在预处理阶段的主要工艺作用是沉淀,化粪池作为预处理工艺,作用之一就是沉积和腐化有机物,同时具有一定的厌氧消化作用。由于传统化粪池的沉淀及消化效率低,污水停留时间长,一般情况下化粪池的设计污水停留时间在12小时以上,污水处理的容积利用率低。根据浅层沉淀理论以及填料的生物载体功能,可通过安装填料的方式,减小水力半径,提高沉淀效率和接触消化能力,缩短沉淀时间,是提高沉淀池工作效率的有效手段。固定式板式填料本身作为生物菌群的载体,具有接触消化的功能,同时也具有提高絮凝沉降的能力,设计T型的填料单元体,有利于生产安装,通过以上因素可以实现化粪池工作效率的提高。The utility model is suitable for sedimentation and digestion treatment of sewage pretreatment, and is especially applied to septic tanks as a technical measure for improving work efficiency. In the whole process of sewage treatment, it is realized by the pretreatment process and the follow-up process. The septic tank is the pretreatment process of domestic sewage. The main process function in the pretreatment stage is sedimentation. As a pretreatment process, the septic tank is one of the functions of depositing and decomposing organic matter, and has a certain anaerobic digestion function. Due to the low sedimentation and digestion efficiency of traditional septic tanks and the long residence time of sewage, generally the design sewage residence time of septic tanks is more than 12 hours, and the volume utilization rate of sewage treatment is low. According to the shallow sedimentation theory and the biological carrier function of the filler, the hydraulic radius can be reduced, the sedimentation efficiency and contact digestion capacity can be improved, and the sedimentation time can be shortened by installing the filler, which is an effective means to improve the working efficiency of the sedimentation tank. As the carrier of biological flora, the fixed plate packing itself has the function of contact digestion, and also has the ability to improve flocculation and sedimentation. The design of T-shaped packing units is conducive to production and installation. Through the above factors, the working efficiency of septic tanks can be realized. improvement.
发明内容Contents of the invention
本实用新型的目的是设计一种具有提高沉淀及接触消化能力的化粪池工艺,可达到方便工艺安装,提高效率和容积利用率的污水预处理效果。The purpose of this utility model is to design a septic tank process with improved sedimentation and contact digestion capacity, which can achieve the sewage pretreatment effect of convenient process installation and improved efficiency and volume utilization.
本实用新型的技术方案是在两格或三格化粪池的隔墙或隔板的洞口部位安装立体的T型板式填料块实现的。该工艺可用砖砌或钢筋混凝土材料建造,也可用于玻璃钢或其他增强塑料生产的化粪池,建成横置的化粪池,化粪池的一端是进水端,另一端是出水端,分别设进水管和出水管,进水管与出水管可以根据需要设置在不同方向,化粪池的内部从进水端到出水端的过程中的内部空间被至少一道隔墙或隔板分隔。隔墙或隔板的中间有至少一个过水洞口,污水从进水管端经过水洞口推流前进。在化粪池的至少一道隔墙的过水洞口自进水方向承插安装T型的固定式填料单元体。填料单元体由单片的塑料或玻璃钢制品板式填料黏结组成,T型填料平面的大头端可以是矩形、梯形、半圆弧形、其他多边形,单片填料的纹理,可以是多向折流、规则或不规则的凹凸纹理。化粪池进水管的管底标高高于排水管的管底标高,每格空间的顶部设置清掏检查口。化粪池下部是沉泥区,在隔墙的上部设过气孔,化粪池顶部设通气管。The technical scheme of the utility model is realized by installing a three-dimensional T-shaped plate type packing block at the opening of the partition wall or partition of the two-compartment or three-compartment septic tank. This process can be built with bricks or reinforced concrete materials, and can also be used for septic tanks produced by glass fiber reinforced plastics or other reinforced plastics to build horizontal septic tanks. One end of the septic tank is the water inlet and the other end is the water outlet. The water inlet pipe and the water outlet pipe are provided, and the water inlet pipe and the water outlet pipe can be arranged in different directions according to the needs, and the internal space of the septic tank is separated by at least one partition wall or partition during the process from the water inlet end to the water outlet end. There is at least one water hole in the middle of the partition wall or the partition, and the sewage is pushed forward from the water inlet pipe end through the water hole. A T-shaped fixed packing unit body is socket-mounted from the water inlet direction in at least one partition wall of the septic tank. The packing unit is composed of a single piece of plastic or glass fiber reinforced plastic plate packing. The big end of the T-shaped packing plane can be rectangular, trapezoidal, semicircular, or other polygonal. The texture of the single packing can be multi-directional baffle, regular Or irregular bumpy texture. The bottom elevation of the septic tank inlet pipe is higher than that of the drain pipe, and the top of each space is provided with a cleaning inspection port. The lower part of the septic tank is a sedimentation area, the upper part of the partition wall is provided with air holes, and the top of the septic tank is provided with a ventilation pipe.
本实用新型是污水的预处理工艺,适用于生活污水的化粪处理。本实用新型的工作机理上,主要针对生活污水对预处理的要求,根据预处理工艺水质要求不高的特点,以提高效率为目的,通过浅层絮凝沉淀作用和填料的接触消化作用实现。多向折流等板式填料具有浅层沉淀的功能,也具备生物载体填料的作用,附着固定厌氧生物膜,一方面能够对污水进行消化作用,另一方面生物膜可以吸附污水中的颗粒物质,加速沉淀作用。采用T型的填料单元体,可以达到简单承插安装的工作目的。一般情况下采用三格化粪池,当污水处理的规模小时,可选择采用两格化粪池。对于三格化粪池,一般在靠近出水端的一道隔墙安装填料,有要求情况下,可在两道隔墙安装填料。本实用新型的有益之处在于采用T型的固定式填料单元体进行安装,可以用简便的安装技术和工艺达到提高化粪池的工艺效率,从而缩短污水停留时间,提高了容积利用率和污水处理能力,并节约建设材料。The utility model is a sewage pretreatment process, which is suitable for septic treatment of domestic sewage. The working mechanism of the utility model is mainly aimed at the pretreatment requirements of domestic sewage. According to the characteristics of low water quality requirements of the pretreatment process, it aims to improve efficiency, and realizes it through shallow flocculation and sedimentation and contact digestion of fillers. Plate packing such as multi-directional baffles has the function of shallow sedimentation, and also has the function of biological carrier packing, attaching and fixing anaerobic biofilm, on the one hand, it can digest sewage, and on the other hand, the biofilm can absorb particulate matter in sewage , to accelerate the precipitation. The use of T-shaped packing unit can achieve the purpose of simple socket installation. Generally, three-compartment septic tanks are used. When the scale of sewage treatment is small, two-compartment septic tanks can be selected. For three-compartment septic tanks, fillers are generally installed on one partition wall near the water outlet. If required, fillers can be installed on two partition walls. The utility model is beneficial in that the T-shaped fixed packing unit is used for installation, and the process efficiency of the septic tank can be improved by using a simple installation technology and process, thereby shortening the residence time of sewage, improving the volume utilization rate and sewage processing capacity, and save construction materials.
附图说明Description of drawings
以下结合附图及实例对本实用新型的结构进一步说明Below in conjunction with accompanying drawing and example the structure of the present utility model is further described
图1是本实用新型第一方案的水平示意图。Fig. 1 is a horizontal schematic diagram of the first solution of the utility model.
图2是图1的A-A视图。Fig. 2 is the A-A view of Fig. 1 .
图3是图1的B-B视图。Fig. 3 is a B-B view of Fig. 1 .
图4是本实用新型第二方案的水平示意图。Fig. 4 is a horizontal schematic diagram of the second solution of the utility model.
图5是本实用新型第三方案的侧剖面示意图。Fig. 5 is a schematic side sectional view of the third solution of the utility model.
图6是T型填料平面图。Figure 6 is a plan view of T-shaped packing.
附图中,1、池体;2、进水管;3、出水管;4、隔墙;5、T型填料块;6、检查清掏口;7、过气孔;8、过水洞口;9、通气管;10、隔板;In the accompanying drawings, 1. Pool body; 2. Water inlet pipe; 3. Water outlet pipe; 4. Partition wall; 5. T-shaped packing block; , ventilation pipe; 10, clapboard;
具体实施方式Detailed ways
如图1、2、3所示的第一方案是矩形化粪池,池体1采用砖砌或混凝土结构,内部用至少一道隔墙4进行分隔,化粪池的一端有进水管2,另一端有出水管3,隔墙4的中部有至少一个过水洞口8,自隔墙过水洞口8的进水一侧,承插入T型填料块5,每一格化粪池空间的上方有检查清掏口6,隔墙的上部两侧各设过气孔7,在化粪池的顶部设排气的通气管9。进水管2和出水管3可以根据引入和排出方向的需要设在池体的三个方向任选。The first scheme shown in Figures 1, 2, and 3 is a rectangular septic tank. The
如图4,采用第二实施方案的钢筋混凝土沉井式化粪池,两端池体是园弧形,其他的设置与第一方案相同。As shown in Fig. 4, adopt the reinforced concrete caisson type septic tank of the second embodiment, the pool body at both ends is a garden arc, and other settings are the same as the first scheme.
如图5,采用第三实施方案的玻璃钢化粪池,在池体1的一端是进水口2,另一端是出水口3,内部有至少一道隔板10分隔,隔板10上至少有一个过水洞口,过水洞口承插了T型填料块5,隔板上部有过气孔7,池体顶部至少有一个检查清掏口6。As shown in Fig. 5, in the glass fiber reinforced plastic septic tank of the third embodiment, one end of the
本实施例中化粪池可根据需要选择采用砖砌、钢筋混凝土或玻璃钢等其他材料建造或生产,施工和生产需依据有关的建筑技术标准和规范。In this embodiment, the septic tank can be built or produced with other materials such as brick, reinforced concrete or glass fiber reinforced plastic according to the needs, and the construction and production must be based on relevant building technical standards and specifications.
Claims (9)
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CN2010200019838U CN201660535U (en) | 2010-01-08 | 2010-01-08 | T-fill septic tank |
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CN2010200019838U CN201660535U (en) | 2010-01-08 | 2010-01-08 | T-fill septic tank |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107265814A (en) * | 2017-07-12 | 2017-10-20 | 余紫阳 | Explosion-proof septic tank |
CN107954583A (en) * | 2017-10-22 | 2018-04-24 | 余紫阳 | Reinforced concrete septic tank |
-
2010
- 2010-01-08 CN CN2010200019838U patent/CN201660535U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107265814A (en) * | 2017-07-12 | 2017-10-20 | 余紫阳 | Explosion-proof septic tank |
CN107954583A (en) * | 2017-10-22 | 2018-04-24 | 余紫阳 | Reinforced concrete septic tank |
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C14 | Grant of patent or utility model | ||
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Granted publication date: 20101201 Termination date: 20130108 |
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