CN111718093A - A thin-shell precast concrete septic tank - Google Patents
A thin-shell precast concrete septic tank Download PDFInfo
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- CN111718093A CN111718093A CN202010681333.0A CN202010681333A CN111718093A CN 111718093 A CN111718093 A CN 111718093A CN 202010681333 A CN202010681333 A CN 202010681333A CN 111718093 A CN111718093 A CN 111718093A
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- 239000011178 precast concrete Substances 0.000 title claims description 20
- 239000013049 sediment Substances 0.000 claims description 9
- 239000010865 sewage Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 230000008878 coupling Effects 0.000 claims 4
- 238000010168 coupling process Methods 0.000 claims 4
- 238000005859 coupling reaction Methods 0.000 claims 4
- 210000005056 cell body Anatomy 0.000 claims 3
- 239000002390 adhesive tape Substances 0.000 claims 1
- 210000000692 cap cell Anatomy 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 5
- 239000004567 concrete Substances 0.000 abstract description 3
- 238000005192 partition Methods 0.000 description 9
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000855 fermentation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010959 steel 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
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/02—Biological treatment
- C02F11/04—Anaerobic treatment; Production of methane by such processes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1607—Shapes round, e.g. circle
- E02D2200/1621—Shapes round, e.g. circle made from multiple elements
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- Engineering & Computer Science (AREA)
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- Environmental & Geological Engineering (AREA)
- Structural Engineering (AREA)
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- Organic Chemistry (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
本发明公开了一种薄壳式预制混凝土化粪池,其水平截面呈椭圆形,包括以椭圆短轴对称的左右两个半椭圆形的A池和B池,A池、B池均由预制底板、池体、预制盖板组成,预制底板的上端面上设有压槽,池体的底部置于压槽内,池体由两节或两节以上的上下层叠的管节组成,下层管节的上部设有从下至上逐渐变宽的Y型连接部,在Y型连接部上端面的中部设有开槽,上层管节的下部置于开槽内,预制盖板置于最上层管节上用于封盖池体。本发明采用椭圆形薄壳结构,可以把受到的压力均匀地分散到池体的各个部分,减少池体壁受到的压力,提高产品的使用寿命及质量;预制底板、池体、预制盖板、隔板均为单独预制,方便人工搬运及安装。
The invention discloses a thin-shell type prefabricated concrete septic tank, the horizontal section of which is elliptical, and includes two left and right semi-elliptical pools A and B symmetrical about the short axis of the ellipse, and pools A and B are both prefabricated The bottom plate, the pool body, and the prefabricated cover plate are composed. The upper end surface of the prefabricated bottom plate is provided with a pressure groove, and the bottom of the pool body is placed in the pressure groove. The upper part of the section is provided with a Y-shaped connecting part that gradually widens from bottom to top, a slot is arranged in the middle of the upper end face of the Y-shaped connecting part, the lower part of the upper tube section is placed in the slot, and the prefabricated cover plate is placed on the top tube The section is used to cover the pool body. The invention adopts an oval thin shell structure, which can evenly disperse the pressure received to each part of the pool body, reduce the pressure on the wall of the pool body, and improve the service life and quality of the product; prefabricated bottom plate, pool body, prefabricated cover plate, The clapboards are individually prefabricated, which is convenient for manual handling and installation.
Description
技术领域technical field
本发明涉及一种化粪池,尤其是一种薄壳式预制混凝土化粪池。The invention relates to a septic tank, in particular to a thin-shell type precast concrete septic tank.
背景技术Background technique
化粪池是利用沉淀和厌氧发酵原理去除生活污水中悬浮性有机物的处理设备。传统化粪池采用人工挖坑后砖砌而成,其存在施工周期长、污水易渗漏等问题。为解决上述问题,预制混凝土化粪池应运而生。现有预制混凝土化粪池的池体多为方形结构,由于钢筋混凝土结构抗拉强度拉应变很小,尤其在拐角处因应力集中,容易出现裂纹甚至发生断裂,针对该问题,常采用的应对措施为增加构件的截面尺寸和用钢量,这将大大增加构件的自重以及生产成本。因此,设计一种强度高、薄壁质轻的预制混凝土化粪池很有必要。Septic tank is a treatment equipment that uses the principles of sedimentation and anaerobic fermentation to remove suspended organic matter in domestic sewage. The traditional septic tank is made of bricks after artificial digging, which has problems such as long construction period and easy leakage of sewage. In order to solve the above problems, precast concrete septic tanks came into being. Most of the existing precast concrete septic tanks have a square structure. Due to the small tensile strength and tensile strain of the reinforced concrete structure, especially at the corners due to stress concentration, cracks or even fractures are likely to occur. The measures are to increase the section size of the component and the amount of steel used, which will greatly increase the self-weight of the component and the production cost. Therefore, it is necessary to design a precast concrete septic tank with high strength, thin wall and light weight.
发明内容SUMMARY OF THE INVENTION
本发明的目的在于提供一种强度高、薄壁质轻、搬运及安装方便的薄壳式预制混凝土化粪池。The purpose of the present invention is to provide a thin-shell type precast concrete septic tank with high strength, thin wall and light weight, convenient handling and installation.
本发明采用的技术方案如下:一种薄壳式预制混凝土化粪池,该化粪池水平截面呈椭圆形,包括以椭圆短轴对称的左右两个半椭圆形的A池和B池,所述A池、B池均由预制底板、池体、预制盖板组成,所述预制底板的上端面上设有压槽,所述池体的底部置于压槽内,所述池体由两节或两节以上的上下层叠的管节组成,下层管节的上部设有从下至上逐渐变宽的Y型连接部,在Y型连接部上端面的中部设有开槽,上层管节的下部置于开槽内,所述预制盖板置于最上层管节上用于封盖池体。The technical scheme adopted in the present invention is as follows: a thin-shell type precast concrete septic tank, the horizontal section of the septic tank is elliptical, and includes two left and right semi-elliptical pools A and B symmetrical with the short axis of the ellipse. The A pool and the B pool are composed of a prefabricated bottom plate, a pool body, and a prefabricated cover plate. The upper end surface of the prefabricated bottom plate is provided with a pressure groove, and the bottom of the pool body is placed in the pressure groove. The upper part of the lower pipe section is provided with a Y-shaped connecting part that gradually widens from bottom to top, and the middle part of the upper end face of the Y-shaped connecting part is provided with a slot. The lower part is placed in the slot, and the prefabricated cover plate is placed on the uppermost pipe section to cover the pool body.
进一步地,所述A池内竖向设有隔板将A池分隔成沉渣处理单元、浮渣处理单元,所述沉渣处理单元连接有进水管,所述沉渣处理单元、浮渣处理单元之间通过设置在隔板上的溢流管连通,所述B池内为污水处理单元,所述A池、B池之间通过设置在相对一侧池体壁上的过流管连通,所述B池池壁上连接有出水管。Further, a separator is arranged vertically in the A pool to separate the A pool into a sediment processing unit and a scum processing unit, the sediment processing unit is connected with a water inlet pipe, and the sediment processing unit and the scum processing unit pass through. The overflow pipe arranged on the clapboard is communicated, the B pool is a sewage treatment unit, the A pool and the B pool are communicated through the overflow pipe arranged on the opposite side of the pool body wall, and the B pool pool wall is communicated with each other. Connected to the outlet pipe.
进一步地,所述隔板上部的两侧分别设有限位块,在A池内壁上设有与隔板限位块相对应的卡槽,在预制底板上端面设有与隔板对应的压槽,隔板的底部置于压槽内。Further, limit blocks are respectively provided on both sides of the upper part of the partition plate, a slot corresponding to the partition plate limit block is arranged on the inner wall of the A pool, and a pressure groove corresponding to the partition plate is arranged on the upper end face of the prefabricated bottom plate. , the bottom of the partition is placed in the pressure groove.
进一步地,所述预制底板上的压槽内、Y型连接部上的开槽内浇灌有防水砂浆。Further, waterproof mortar is poured in the pressure groove on the prefabricated bottom plate and the groove on the Y-shaped connecting part.
进一步地,在每节管节的底面设有止水胶条。Further, a water-stop rubber strip is arranged on the bottom surface of each pipe section.
进一步地,在管节的底面设有凹槽,所述止水胶条置于凹槽内。Further, a groove is provided on the bottom surface of the pipe section, and the water-stop rubber strip is placed in the groove.
进一步地,所述底层管节的底部外侧设有突出的坡面。Further, a protruding slope is provided on the outer side of the bottom of the bottom pipe section.
进一步地,所述A池、B池的预制底板以及预制盖板之间分别贴紧拼接。Further, the prefabricated bottom plates and the prefabricated cover plates of the A pool and the B pool are respectively closely spliced and spliced.
进一步地,所述池体矩形面与弧形面之间的拐角处设有倒角面。Further, a corner between the rectangular surface and the arc-shaped surface of the pool body is provided with a chamfered surface.
进一步地,所述拐角处倒角面的厚度大于弧形面的壁厚。Further, the thickness of the chamfered surface at the corner is greater than the wall thickness of the arcuate surface.
本发明的有益效果在于:The beneficial effects of the present invention are:
(1)本发明的预制混凝土化粪池采用椭圆形薄壳结构,可以把受到的压力均匀地分散到池体的各个部分,减少池体壁受到的压力,提高产品的使用寿命及质量;(1) The precast concrete septic tank of the present invention adopts an elliptical thin shell structure, which can evenly distribute the pressure received to each part of the tank body, reduce the pressure on the tank body wall, and improve the service life and quality of the product;
(2)本发明的预制混凝土化粪池采用上下层叠式结构,预制底板、池体、预制盖板、隔板均为单独预制,单个构件重量均不超过150kg,方便人工搬运及安装,特别适合农村等交通不便区域使用;(2) The prefabricated concrete septic tank of the present invention adopts an upper and lower layered structure. The prefabricated bottom plate, pool body, prefabricated cover plate and partition plate are all prefabricated separately. The weight of each component does not exceed 150kg, which is convenient for manual handling and installation. Use in areas with inconvenient traffic such as rural areas;
(3) 本发明的预制混凝土化粪池上下管节安装节点均采用Y形连接部+灌浆实现密封,有利于安装定位,且整体防水效果好;(3) The installation nodes of the upper and lower pipe joints of the precast concrete septic tank of the present invention are all sealed by Y-shaped connection part + grouting, which is conducive to installation and positioning, and has a good overall waterproof effect;
(4)本发明的预制混凝土化粪池底层管节与预制底板之间采用压槽+灌浆实现密封,整体防水效果好。(4) The prefabricated concrete septic tank bottom pipe section and the prefabricated bottom plate of the present invention are sealed by pressing grooves and grouting, and the overall waterproof effect is good.
附图说明Description of drawings
图1是本发明实施例中池体的俯视示意图。FIG. 1 is a schematic top view of a pool body in an embodiment of the present invention.
图2是本发明实施例中整体截面结构示意图。FIG. 2 is a schematic diagram of an overall cross-sectional structure in an embodiment of the present invention.
图3是图2中A处局部放大图。FIG. 3 is a partial enlarged view of part A in FIG. 2 .
图4是图2中B处局部放大图。FIG. 4 is a partial enlarged view of B in FIG. 2 .
具体实施方式Detailed ways
为了便于理解本发明,下文将结合说明书附图和较佳的实施例对本发明作更全面、细致地描述,但本发明的保护范围并不限于以下具体的实施例。In order to facilitate the understanding of the present invention, the present invention will be described more comprehensively and in detail below with reference to the accompanying drawings and preferred embodiments of the specification, but the protection scope of the present invention is not limited to the following specific embodiments.
如图1—图4所示,本实施例的一种薄壳式预制混凝土化粪池,该化粪池水平截面呈椭圆形,包括以椭圆短轴对称的左右两个半椭圆形的A池1和B池2,所述A池1、B池2均由预制底板7、池体6、预制盖板5组成,池体6矩形面与弧形面之间的拐角处设有倒角面4,且拐角处倒角面4的厚度大于弧形面的壁厚。As shown in Fig. 1-Fig. 4, a kind of thin shell type precast concrete septic tank of the present embodiment, the horizontal section of this septic tank is elliptical, comprises the A pool of two left and right semi-ellipses symmetrical with the short axis of the
所述底层管节的底部外侧设有突出的坡面9,预制底板7的上端面上设有压槽,所述池体6的底部置于压槽内;所述池体6由两节上下层叠的管节组成,下层管节的上部设有从下至上逐渐变宽的Y型连接部8,在Y型连接部8上端面的中部设有开槽,上层管节的下部置于开槽内,在每节管节的底面设有凹槽,凹槽内设有止水胶条,预制底板7上的压槽内、Y型连接部上的开槽内浇灌有防水砂浆;所述预制盖板5置于最上层管节上用于封盖池体6。所述A池1、B池2的预制底板7以及预制盖板5之间分别贴紧拼接。The bottom outer side of the bottom pipe section is provided with a
所述A池1内竖向设有隔板3将A池1分隔成沉渣处理单元、浮渣处理单元,所述沉渣处理单元连接有进水管,所述沉渣处理单元、浮渣处理单元之间通过设置在隔板3上的溢流管连通,所述B池2内为污水处理单元,所述A池1、B池2之间通过设置在相对一侧池体6壁上的过流管连通,所述B池2池壁上连接有出水管。隔板3上部的两侧分别设有限位块,在A池1内壁上设有与隔板限位块相对应的卡槽,在预制底板7上端面设有与隔板对应的压槽,隔板3的底部置于压槽内。A
在前述说明书与相关附图中存在的教导的帮助下,本发明所属领域的技术人员将会想到本发明的许多修改和其它实施方案。因此,要理解的是,本发明不限于公开的具体实施方案,修改和其它实施方案被认为包括在所附权利要求的范围内。尽管本文中使用了特定术语,它们仅以一般和描述性意义使用,而不用于限制。Many modifications and other embodiments of the inventions will come to mind to one skilled in the art to which these inventions pertain having the benefit of the teachings presented in the foregoing descriptions and the associated drawings. Therefore, it is to be understood that the inventions are not to be limited to the specific embodiments disclosed and that modifications and other embodiments are intended to be included within the scope of the appended claims. Although specific terms are used herein, they are used in a generic and descriptive sense only and not of limitation.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119841519A (en) * | 2025-01-20 | 2025-04-18 | 中国建筑第八工程局有限公司 | Medical-grade anti-leakage septic tank structure and construction method thereof |
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|---|---|---|---|---|
| KR200420492Y1 (en) * | 2006-04-21 | 2006-07-04 | 서원애 | Concrete septic tank |
| CN201080462Y (en) * | 2007-08-27 | 2008-07-02 | 仰大宇 | Soft connection combination type septic tank |
| CN210795540U (en) * | 2019-11-05 | 2020-06-19 | 国网四川省电力公司映秀湾水力发电总厂 | Detachable movable door-shaped object hanging bracket |
| CN212425822U (en) * | 2020-07-15 | 2021-01-29 | 湖南恒运建筑科技发展有限公司 | Thin shell type precast concrete septic tank |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200420492Y1 (en) * | 2006-04-21 | 2006-07-04 | 서원애 | Concrete septic tank |
| CN201080462Y (en) * | 2007-08-27 | 2008-07-02 | 仰大宇 | Soft connection combination type septic tank |
| CN210795540U (en) * | 2019-11-05 | 2020-06-19 | 国网四川省电力公司映秀湾水力发电总厂 | Detachable movable door-shaped object hanging bracket |
| CN212425822U (en) * | 2020-07-15 | 2021-01-29 | 湖南恒运建筑科技发展有限公司 | Thin shell type precast concrete septic tank |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119841519A (en) * | 2025-01-20 | 2025-04-18 | 中国建筑第八工程局有限公司 | Medical-grade anti-leakage septic tank structure and construction method thereof |
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