CN206385741U - A kind of siphon drainge system for building - Google Patents
A kind of siphon drainge system for building Download PDFInfo
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- CN206385741U CN206385741U CN201720070026.2U CN201720070026U CN206385741U CN 206385741 U CN206385741 U CN 206385741U CN 201720070026 U CN201720070026 U CN 201720070026U CN 206385741 U CN206385741 U CN 206385741U
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Abstract
本实用新型公开了一种用于大型建筑物的虹吸排水系统,包括多个集水管,多个集水管下端通过接管与直管上端连通,直管下端垂直向下延伸至地面排水渠,且在集水管上端设有雨水斗,在所述直管内壁上设有多个消能单元,且所述消能单元包括挡水板以及沿所述直管轴线开设在直管内圆周壁上的螺旋凹槽,挡水板固定在直管内壁上且位于螺旋凹槽的下方,在挡水板中部设有泄流孔。多个消能单元通过泄流孔相互连通,且流体在经过多个消能单元的逐级耗能,延长了直管的使用寿命,并使得在直管出水口处后流体动能大大降低,即减小流体对建筑物基础的冲击。
The utility model discloses a siphon drainage system for large buildings, which comprises a plurality of water collecting pipes, the lower ends of the plurality of water collecting pipes communicate with the upper ends of straight pipes through connecting pipes, and the lower ends of the straight pipes extend vertically downwards to ground drains, and The upper end of the water collection pipe is provided with a rainwater bucket, and a plurality of energy dissipation units are arranged on the inner wall of the straight pipe, and the energy dissipation unit includes a water baffle and a spiral concave opening on the inner peripheral wall of the straight pipe along the axis of the straight pipe. The water retaining plate is fixed on the inner wall of the straight pipe and is located below the spiral groove, and a discharge hole is arranged in the middle of the water retaining plate. Multiple energy dissipation units communicate with each other through discharge holes, and the fluid consumes energy step by step through multiple energy dissipation units, which prolongs the service life of the straight pipe and greatly reduces the kinetic energy of the fluid at the outlet of the straight pipe, that is Reduce the impact of fluids on building foundations.
Description
技术领域technical field
本实用新型涉及建筑排水领域,具体涉及一种用于大型建筑物的虹吸排水系统。The utility model relates to the field of building drainage, in particular to a siphon drainage system for large buildings.
背景技术Background technique
现在屋面上雨水的排水方式主要分为两种:一种是传统重力式雨水排放系统,其原理是利用屋面结构的坡度,是雨水自然流入屋面上的雨水斗中,然后雨水和空气一起混合靠重力的作用顺着立管而下;这种方式排水效率低下,需要管道数量多,管道的管径较大,并且需要1%-3%的坡度,安装复杂。另一种就是虹吸式雨水排放系统,在降雨的初期,屋面上雨水深度较浅时,雨水还是利用重力的原理进行排水,当降雨量加大后,屋面上的水位达到一定的高度时,雨水斗会自动隔断空气,从而产生虹吸,排水系统就转变为高效的排放系统,抽吸雨水向下排放。虽然虹吸式排水系统比重力式排水系统的效率要高很多,但是现在虹吸排水系统还存在一些不足:有的建筑的高度太高,立管中越靠近地面的位置的势能越大,一方面导致立管出口的余压和流速偏大,对建筑基础的冲击比较大,另一方面会造成排水系统负压超标,不满足虹吸式排水系统的设计规程;长期这样可能使得立管的使用寿命缩短,并且在很多高度很高和结构复杂的建筑中,更换立管的难度很大;二、雨水中还是夹带着小部分的空气进入到雨水斗中,首先是降低了排水的效率,并且空气到达系统中的负压区中会使得负压区的压力增加,导致负压区对雨水的抽吸功能不好,影响整个系统的排水效率;三、雨水中的泥沙会通过雨水斗流进到水平的悬吊管中,长期以来,泥沙会在悬吊管中进行沉积,将悬吊管进行堵塞,一旦发生以上情况,悬吊管中的泥沙非常难清理,更换悬吊管也很困难。At present, there are two main ways to drain rainwater on the roof: one is the traditional gravity rainwater drainage system. The effect of gravity goes down the standpipe; this way of drainage is inefficient, requires a large number of pipes, the diameter of the pipes is large, and a slope of 1%-3% is required, and the installation is complicated. The other is the siphon rainwater drainage system. In the initial stage of rainfall, when the depth of rainwater on the roof is relatively shallow, the rainwater still uses the principle of gravity to drain the rainwater. When the rainfall increases and the water level on the roof reaches a certain height, the rainwater The bucket will automatically block the air, thereby creating a siphon, and the drainage system will be transformed into an efficient drainage system, which will pump rainwater and discharge it downwards. Although the efficiency of the siphon drainage system is much higher than that of the gravity drainage system, there are still some shortcomings in the current siphon drainage system: the height of some buildings is too high, and the closer to the ground in the riser, the greater the potential energy. The residual pressure and flow velocity at the pipe outlet are relatively large, which will have a relatively large impact on the building foundation. On the other hand, it will cause the negative pressure of the drainage system to exceed the standard, which does not meet the design regulations of the siphon drainage system; this may shorten the service life of the standpipe in the long run. And in many buildings with high height and complex structure, it is very difficult to replace the standpipe; second, the rainwater still carries a small part of air into the rainwater bucket, first of all, the efficiency of drainage is reduced, and the air reaches the system In the negative pressure zone, the pressure in the negative pressure zone will increase, resulting in poor suction function of the negative pressure zone for rainwater, which will affect the drainage efficiency of the entire system; 3. The sediment in the rainwater will flow into the level through the rainwater bucket In the suspension pipes, for a long time, the sediment will deposit in the suspension pipes and block the suspension pipes. Once the above situation occurs, the sediment in the suspension pipes is very difficult to clean, and it is also very difficult to replace the suspension pipes. .
实用新型内容Utility model content
本实用新型目的在于提供一种用于大型建筑物的虹吸排水系统,解决系统中立管出水口的余压和流速偏大,延长排水管的使用寿命。The purpose of the utility model is to provide a siphon drainage system for large buildings, which solves the problem of excessive residual pressure and flow velocity at the water outlet of the standpipe in the system, and prolongs the service life of the drainage pipe.
本实用新型通过下述技术方案实现:The utility model is realized through the following technical solutions:
一种用于大型建筑物的虹吸排水系统,包括多个集水管,多个集水管下端通过接管与直管上端连通,直管下端垂直向下延伸至地面排水渠,且在集水管上端设有雨水斗,在所述直管内壁上设有多个消能单元,且所述消能单元包括挡水板以及沿所述直管轴线开设在直管内圆周壁上的螺旋凹槽,挡水板固定在直管内壁上且位于螺旋凹槽的下方,在挡水板中部设有泄流孔。针对现有技术中大型建筑物的建造高度相对较高,用于雨水下排的直管中越靠近地面的位置的势能越大,不仅会导致直管出口的余压和流速偏大,进而加剧流体对建筑基础的冲击,还很容易造成排水系统负压超标,以至于降低排水管路的使用寿命;对此,发明人通过对现有直管的改进,使得直管内的流体在下落过程中随能量的转换而进行自我消能,以实现削减流体势能转换为动能的转换效率,保证在直管出水口处的流体平缓稳定地进行建筑物的排水渠内,减小流体对直管内壁的冲击,同时确保直管的使用寿命。具体使用时,雨水由雨水斗进入至集水管内,多个集水管中的雨水在接管内汇聚,然后经直管下排至排水渠中;汇聚而成的流体本身具备较高的势能,随着流体在直管内的移动,势能开始转换成动能,而流体在快速进入直管内,经过螺旋凹槽的不断改向后,流体在直管内形成一段涡流,涡流会将势能转化为的动能消耗一部分,并且螺旋凹槽的设置使得直管内的一个消能单元区域内形成一个连续的突起,使得该消能区域内流体会在直管内壁上形成水膜,进而增加流体的阻力,即进一步地消耗流体的动能,避免流体对直管内壁形成剧烈冲击,更进一步地,挡水板使得流体的流经截面骤然变小,使得流体的流动受到瞬时阻碍,相应地挡水板也受到较大的冲击,而流体可经过泄流孔快速进入至下一个消能单元,可快速将挡水板的瞬时载荷转移,以避免挡水板或是挡水板与直管内壁的连接部分受到损伤,由此可知,在一个消能单元内流体会受到三次不同程度的动能损耗;而多个消能单元通过泄流孔相互连通,且流体在经过多个消能单元的逐级耗能,延长了直管的使用寿命,并使得在直管出水口处后流体动能大大降低,即减小流体对建筑物基础的冲击。A siphon drainage system for large buildings, comprising a plurality of water collecting pipes, the lower ends of the plurality of water collecting pipes communicate with the upper ends of straight pipes through connecting pipes, the lower ends of the straight pipes extend vertically downwards to the ground drains, and the upper ends of the water collecting pipes are provided with The rainwater bucket is provided with a plurality of energy dissipation units on the inner wall of the straight pipe, and the energy dissipation unit includes a water baffle and a spiral groove provided on the inner peripheral wall of the straight pipe along the axis of the straight pipe, and the water baffle It is fixed on the inner wall of the straight pipe and located under the spiral groove, and a discharge hole is provided in the middle of the water baffle. In view of the relatively high construction height of large buildings in the prior art, the potential energy of the position closer to the ground in the straight pipe used for rainwater drainage is greater, which will not only cause the residual pressure and flow velocity at the outlet of the straight pipe to be too large, and further aggravate the flow of the fluid. The impact on the building foundation can also easily cause the negative pressure of the drainage system to exceed the standard, so as to reduce the service life of the drainage pipeline; in this regard, the inventor improved the existing straight pipe so that the fluid in the straight pipe will fall with time during the falling process. Energy conversion and self-dissipation, in order to reduce the conversion efficiency of fluid potential energy into kinetic energy, ensure that the fluid at the outlet of the straight pipe smoothly and stably enters the drainage channel of the building, and reduce the impact of the fluid on the inner wall of the straight pipe , while ensuring the service life of the straight pipe. In specific use, rainwater enters the water collection pipe from the rainwater bucket, and the rainwater in multiple water collection pipes gathers in the connecting pipe, and then is discharged into the drainage channel through the straight pipe; the gathered fluid itself has high potential energy. As the fluid moves in the straight pipe, the potential energy begins to be converted into kinetic energy, and the fluid quickly enters the straight pipe, and after being continuously redirected by the spiral groove, the fluid forms a vortex in the straight pipe, and the vortex will consume part of the kinetic energy converted from the potential energy , and the setting of the spiral groove makes a continuous protrusion formed in an energy dissipation unit area in the straight pipe, so that the fluid in the energy dissipation area will form a water film on the inner wall of the straight pipe, thereby increasing the resistance of the fluid, that is, further consuming The kinetic energy of the fluid prevents the fluid from forming a severe impact on the inner wall of the straight pipe. Furthermore, the water baffle makes the cross section of the fluid flow suddenly smaller, so that the flow of the fluid is instantly hindered, and the water baffle is also subject to a greater impact , and the fluid can quickly enter the next energy dissipation unit through the discharge hole, which can quickly transfer the instantaneous load of the water baffle to avoid damage to the water baffle or the connection between the water baffle and the inner wall of the straight pipe, thus It can be seen that the fluid in one energy dissipation unit will be subjected to three different degrees of kinetic energy loss; while multiple energy dissipation units are connected to each other through discharge holes, and the fluid consumes energy step by step through multiple energy dissipation units, extending the length of the straight pipe. The service life of the straight pipe is greatly reduced, and the kinetic energy of the fluid after the straight pipe outlet is greatly reduced, that is, the impact of the fluid on the foundation of the building is reduced.
在所述挡水板上还设有多个呈环形分布的调节孔,且所述调节孔的内径小于泄流孔的内径。流体经过螺旋凹槽的改向后最终由泄流孔进入下一级消能单元内,而在挡水板上还设有多个内径小于泄流孔内径的调节孔,泄流孔作为流体下排的主流通道,多个调节孔作为流体下排的辅助通道,能够保证在上一级的消能单元内流出的流体形态,由旋流逐渐转变为直流,进一步地增大流体的能量损耗,然后在下一级的消能单元内重新恢复至旋流,即开始对流体的二次整体耗能。A plurality of adjusting holes distributed in an annular shape are also arranged on the water retaining plate, and the inner diameters of the adjusting holes are smaller than the inner diameters of the discharge holes. After the fluid is redirected by the spiral groove, it finally enters the energy dissipation unit of the next stage through the discharge hole, and there are a number of adjustment holes with an inner diameter smaller than the discharge hole on the water baffle. The main channel of the row and the multiple adjustment holes are used as the auxiliary channels of the lower row of fluid, which can ensure that the fluid form flowing out of the energy dissipation unit of the upper stage will gradually change from swirling flow to direct flow, further increasing the energy loss of the fluid. Then the swirling flow is restored in the energy dissipation unit of the next stage, that is, the secondary overall energy consumption of the fluid begins.
还包括流量阀,所述集水管上端通过流量阀与雨水斗下端连接。作为优选,在夏季雨水量较大时,集水管、接管或是直管内的流体流量过大容易导致管路局部受到的冲击过大而出现损伤,因此,发明人在集水管上端安装流量阀,即能够对雨水斗处的雨水进入量进行控制,减小排水管路以及地下排水系统的压力,以达到延长排水管路的使用寿命。A flow valve is also included, and the upper end of the water collecting pipe is connected with the lower end of the rain bucket through the flow valve. As a preference, when the amount of rain in summer is large, the excessive flow of fluid in the water collecting pipe, connecting pipe or straight pipe may easily lead to excessive impact and damage to the local pipeline. Therefore, the inventor installed a flow valve on the upper end of the water collecting pipe, That is, the inflow of rainwater at the rainwater bucket can be controlled to reduce the pressure of the drainage pipeline and the underground drainage system, so as to prolong the service life of the drainage pipeline.
所述流量阀为电磁流量阀。作为优选,选用电磁流量阀,能够实现人工在地面上控制雨水的进量,摒弃了传统的人工调节,大大提供了排水管路的排水效率。The flow valve is an electromagnetic flow valve. As a preference, the electromagnetic flow valve is selected, which can realize manual control of the rainwater intake on the ground, abandons the traditional manual adjustment, and greatly improves the drainage efficiency of the drainage pipeline.
在所述雨水斗正下方安装有沉沙槽。作为优选,在雨水斗的下方安装有沉沙槽,防止雨水中的泥沙通过雨水斗和集水管管流入到接管中进行沉淀,有效的防止了接管被泥沙堵塞,增加整个系统的使用时间。A sand settling tank is installed directly below the rain bucket. As a preference, a settling tank is installed under the rainwater bucket to prevent the sediment in the rainwater from flowing into the connecting pipe through the rainwater bucket and the water collection pipe for sedimentation, effectively preventing the connecting pipe from being blocked by sand and increasing the service time of the entire system .
本实用新型与现有技术相比,具有如下的优点和有益效果:Compared with the prior art, the utility model has the following advantages and beneficial effects:
1、本实用新型一种用于大型建筑物的虹吸排水系统,多个消能单元通过泄流孔相互连通,且流体在经过多个消能单元的逐级耗能,延长了直管的使用寿命,并使得在直管出水口处后流体动能大大降低,即减小流体对建筑物基础的冲击;1. The utility model is a siphon drainage system for large buildings. Multiple energy dissipation units communicate with each other through discharge holes, and the fluid consumes energy step by step after passing through multiple energy dissipation units, which prolongs the use of straight pipes. life, and greatly reduce the kinetic energy of the fluid behind the outlet of the straight pipe, that is, reduce the impact of the fluid on the foundation of the building;
2、本实用新型一种用于大型建筑物的虹吸排水系统,在夏季雨水量较大时,集水管、接管或是直管内的流体流量过大容易导致管路局部受到的冲击过大而出现损伤,因此,发明人在集水管上端安装流量阀,即能够对雨水斗处的雨水进入量进行控制,减小排水管路以及地下排水系统的压力,以达到延长排水管路的使用寿命;2. The utility model is a siphon drainage system used for large buildings. When the amount of rain in summer is large, the fluid flow in the water collection pipe, connecting pipe or straight pipe is too large, which will easily lead to excessive impact on the local pipeline and appear Therefore, the inventor installed a flow valve on the upper end of the water collection pipe, which can control the amount of rainwater entering the rainwater bucket, reduce the pressure of the drainage pipeline and the underground drainage system, and prolong the service life of the drainage pipeline;
3、本实用新型一种用于大型建筑物的虹吸排水系统,在雨水斗的下方安装有沉沙槽,防止雨水中的泥沙通过雨水斗和集水管管流入到接管中进行沉淀,有效的防止了接管被泥沙堵塞,增加整个系统的使用时间。3. The utility model is a siphon drainage system for large buildings. A settling tank is installed under the rainwater bucket to prevent the sediment in the rainwater from flowing into the connecting pipe through the rainwater bucket and the water collection pipe for precipitation, which is effective It prevents the connecting pipe from being blocked by sand and increases the service time of the whole system.
附图说明Description of drawings
此处所说明的附图用来提供对本实用新型实施例的进一步理解,构成本申请的一部分,并不构成对本实用新型实施例的限定。在附图中:The drawings described here are used to provide a further understanding of the embodiments of the utility model, constitute a part of the application, and do not constitute a limitation to the embodiments of the utility model. In the attached picture:
图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2为直管的截面图。Figure 2 is a cross-sectional view of a straight pipe.
附图中标记及对应的零部件名称:Marks and corresponding parts names in the attached drawings:
1-雨水斗、2-沉沙槽、3-集水管、4-直管、5-螺旋凹槽、6-泄流孔、7-调节孔、8-挡水板、9-流量阀。1-rain bucket, 2-sand sink, 3-collecting pipe, 4-straight pipe, 5-spiral groove, 6-discharge hole, 7-regulating hole, 8-water retaining plate, 9-flow valve.
具体实施方式detailed description
为使本实用新型的目的、技术方案和优点更加清楚明白,下面结合实施例和附图,对本实用新型作进一步的详细说明,本实用新型的示意性实施方式及其说明仅用于解释本实用新型,并不作为对本实用新型的限定。In order to make the purpose, technical solutions and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the examples and accompanying drawings. The schematic implementation of the utility model and its description are only used to explain the utility model Novelty, not as a limitation to the utility model.
实施例1Example 1
如图1和图2所示,本实施例包括多个集水管3,多个集水管3下端通过接管与直管4上端连通,直管4下端垂直向下延伸至地面排水渠,且在集水管3上端设有雨水斗1,在所述直管4内壁上设有多个消能单元,且所述消能单元包括挡水板8以及沿所述直管4轴线开设在直管4内圆周壁上的螺旋凹槽5,挡水板8固定在直管4内壁上且位于螺旋凹槽5的下方,在挡水板8中部设有泄流孔6。As shown in Figures 1 and 2, this embodiment includes a plurality of water collecting pipes 3, the lower ends of the plurality of water collecting pipes 3 communicate with the upper ends of the straight pipes 4 through connecting pipes, and the lower ends of the straight pipes 4 extend vertically downwards to the ground drains, and in the collection The upper end of the water pipe 3 is provided with a rainwater bucket 1, and a plurality of energy dissipation units are provided on the inner wall of the straight pipe 4, and the energy dissipation units include a water baffle 8 and are set in the straight pipe 4 along the axis of the straight pipe 4. The spiral groove 5 on the circumferential wall, the water retaining plate 8 is fixed on the inner wall of the straight pipe 4 and is located below the spiral groove 5, and the middle part of the water retaining plate 8 is provided with a discharge hole 6.
具体使用时,雨水由雨水斗1进入至集水管3内,多个集水管3中的雨水在接管内汇聚,然后经直管4下排至排水渠中;汇聚而成的流体本身具备较高的势能,随着流体在直管4内的移动,势能开始转换成动能,而流体在快速进入直管4内,经过螺旋凹槽5的不断改向后,流体在直管4内形成一段涡流,涡流会将势能转化为的动能消耗一部分,并且螺旋凹槽5的设置使得直管4内的一个消能单元区域内形成一个连续的突起,使得该消能区域内流体会在直管4内壁上形成水膜,进而增加流体的阻力,即进一步地消耗流体的动能,避免流体对直管4内壁形成剧烈冲击,更进一步地,挡水板8使得流体的流经截面骤然变小,使得流体的流动受到瞬时阻碍,相应地挡水板8也受到较大的冲击,而流体可经过泄流孔6快速进入至下一个消能单元,可快速将挡水板8的瞬时载荷转移,以避免挡水板8或是挡水板8与直管4内壁的连接部分受到损伤,由此可知,在一个消能单元内流体会受到三次不同程度的动能损耗;而多个消能单元通过泄流孔6相互连通,且流体在经过多个消能单元的逐级耗能,延长了直管4的使用寿命,并使得在直管4出水口处后流体动能大大降低,即减小流体对建筑物基础的冲击。During specific use, rainwater enters the water collection pipe 3 from the rainwater bucket 1, and the rainwater in the multiple water collection pipes 3 gathers in the connecting pipe, and then is discharged into the drain through the straight pipe 4; As the fluid moves in the straight pipe 4, the potential energy begins to convert into kinetic energy, and the fluid quickly enters the straight pipe 4, and after the continuous redirection of the spiral groove 5, the fluid forms a section of vortex in the straight pipe 4 , the vortex will convert potential energy into kinetic energy and consume part of it, and the setting of the spiral groove 5 makes a continuous protrusion formed in an energy dissipation unit area in the straight pipe 4, so that the fluid in the energy dissipation area will flow on the inner wall of the straight pipe 4 Form a water film on the top of the pipe, thereby increasing the resistance of the fluid, that is, further consuming the kinetic energy of the fluid, and avoiding the severe impact of the fluid on the inner wall of the straight pipe 4. Furthermore, the water baffle 8 makes the flow section of the fluid suddenly smaller, so that the fluid The flow of the water baffle 8 is instantaneously hindered, and accordingly the water baffle 8 is also subject to a greater impact, and the fluid can quickly enter the next energy dissipation unit through the discharge hole 6, which can quickly transfer the instantaneous load of the water baffle 8 to avoid The water baffle 8 or the connection part between the water baffle 8 and the inner wall of the straight pipe 4 is damaged, so it can be seen that the fluid in one energy dissipation unit will be subjected to three different degrees of kinetic energy loss; The holes 6 are connected to each other, and the fluid consumes energy step by step through multiple energy dissipation units, prolonging the service life of the straight pipe 4, and greatly reducing the kinetic energy of the fluid after the outlet of the straight pipe 4, that is, reducing the impact of the fluid on the building. The impact of the material base.
本实施例中在所述挡水板8上还设有多个呈环形分布的调节孔7,且所述调节孔7的内径小于泄流孔6的内径。流体经过螺旋凹槽5的改向后最终由泄流孔6进入下一级消能单元内,而在挡水板8上还设有多个内径小于泄流孔6内径的调节孔7,泄流孔6作为流体下排的主流通道,多个调节孔7作为流体下排的辅助通道,能够保证在上一级的消能单元内流出的流体形态,由旋流逐渐转变为直流,进一步地增大流体的能量损耗,然后在下一级的消能单元内重新恢复至旋流,即开始对流体的二次整体耗能。In this embodiment, a plurality of adjusting holes 7 distributed in an annular shape are also provided on the water retaining plate 8 , and the inner diameter of the adjusting holes 7 is smaller than the inner diameter of the discharge hole 6 . After being redirected by the spiral groove 5, the fluid finally enters the next-level energy dissipation unit through the discharge hole 6, and a plurality of adjustment holes 7 with an inner diameter smaller than the inner diameter of the discharge hole 6 are arranged on the water baffle 8, so that the discharge The orifice 6 serves as the main flow channel for the lower flow of the fluid, and the plurality of adjustment holes 7 serve as the auxiliary channels for the lower flow of the fluid, which can ensure that the form of the fluid flowing out of the upper-level energy dissipation unit gradually changes from swirl flow to direct flow, and further Increase the energy loss of the fluid, and then return to the swirling flow in the energy dissipation unit of the next stage, that is, start the secondary overall energy consumption of the fluid.
作为优选,在夏季雨水量较大时,集水管3、接管或是直管4内的流体流量过大容易导致管路局部受到的冲击过大而出现损伤,因此,发明人在集水管3上端安装流量阀9,即能够对雨水斗1处的雨水进入量进行控制,减小排水管路以及地下排水系统的压力,以达到延长排水管路的使用寿命。As preferably, when the amount of rainwater in summer is large, the excessive fluid flow in the water collecting pipe 3, the connecting pipe or the straight pipe 4 may easily cause the local part of the pipeline to receive too much impact and cause damage. Installing the flow valve 9 can control the rainwater inflow at the rain bucket 1, reduce the pressure of the drainage pipeline and the underground drainage system, and prolong the service life of the drainage pipeline.
作为优选,选用电磁流量阀,能够实现人工在地面上控制雨水的进量,摒弃了传统的人工调节,大大提供了排水管路的排水效率。As a preference, the electromagnetic flow valve is selected, which can realize manual control of the rainwater intake on the ground, abandons the traditional manual adjustment, and greatly improves the drainage efficiency of the drainage pipeline.
作为优选,在雨水斗1的下方安装有沉沙槽2,防止雨水中的泥沙通过雨水斗1和集水管3管流入到接管中进行沉淀,有效的防止了接管被泥沙堵塞,增加整个系统的使用时间。As a preference, a settling tank 2 is installed below the rainwater bucket 1 to prevent the sediment in the rainwater from flowing into the connecting pipe through the rainwater bucket 1 and the water collecting pipe 3 for precipitation, effectively preventing the connecting pipe from being blocked by silt and increasing the overall System usage time.
以上所述的具体实施方式,对本实用新型的目的、技术方案和有益效果进行了进一步详细说明,所应理解的是,以上所述仅为本实用新型的具体实施方式而已,并不用于限定本实用新型的保护范围,凡在本实用新型的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The specific implementation manners described above have further described the purpose, technical solutions and beneficial effects of the present utility model in detail. Within the protection scope of the utility model, any modification, equivalent replacement, improvement, etc. within the spirit and principles of the utility model shall be included in the protection scope of the utility model.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678418A (en) * | 2018-06-09 | 2018-10-19 | 青岛天力多维生态有限公司 | A kind of method of building movement |
| CN113338401A (en) * | 2021-05-19 | 2021-09-03 | 中国五冶集团有限公司 | Building drainage is with increasing row structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678418A (en) * | 2018-06-09 | 2018-10-19 | 青岛天力多维生态有限公司 | A kind of method of building movement |
| CN113338401A (en) * | 2021-05-19 | 2021-09-03 | 中国五冶集团有限公司 | Building drainage is with increasing row structure |
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