CN207776066U - It is a kind of that there is the gutter inlet device for shunting function of shutting off - Google Patents
It is a kind of that there is the gutter inlet device for shunting function of shutting off Download PDFInfo
- Publication number
- CN207776066U CN207776066U CN201721479056.5U CN201721479056U CN207776066U CN 207776066 U CN207776066 U CN 207776066U CN 201721479056 U CN201721479056 U CN 201721479056U CN 207776066 U CN207776066 U CN 207776066U
- Authority
- CN
- China
- Prior art keywords
- chamber
- room
- sub
- water
- shutting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 160
- 238000005192 partition Methods 0.000 claims abstract description 68
- 230000007246 mechanism Effects 0.000 claims description 34
- 239000013049 sediment Substances 0.000 claims description 17
- 230000001105 regulatory effect Effects 0.000 claims description 11
- 238000000926 separation method Methods 0.000 claims description 2
- 125000006850 spacer group Chemical group 0.000 claims 12
- 238000007373 indentation Methods 0.000 claims 2
- 238000002485 combustion reaction Methods 0.000 claims 1
- 230000000149 penetrating effect Effects 0.000 claims 1
- 239000000725 suspension Substances 0.000 claims 1
- 230000000903 blocking effect Effects 0.000 description 39
- 230000001186 cumulative effect Effects 0.000 description 16
- 238000000034 method Methods 0.000 description 12
- 230000008569 process Effects 0.000 description 11
- 230000009286 beneficial effect Effects 0.000 description 7
- 239000002893 slag Substances 0.000 description 7
- 239000003344 environmental pollutant Substances 0.000 description 5
- 231100000719 pollutant Toxicity 0.000 description 5
- 238000004891 communication Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000005484 gravity Effects 0.000 description 3
- 238000007789 sealing Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
本实用新型涉及一种具有分流截流功能的雨水口装置,包括上端开口的井室以及覆盖在井室上端开口处且呈通透网格状的井盖,井室内通过横向间隔设置的上挡板、中挡板和竖向间隔设置的隔板分隔成过水室、分流室、截流室和排水室,过水室、分流室和截流室从上至下依次设置,且过水室、分流室和截流室顺次连通,排水室位于分流室和截流室的一侧,且排水室与分流室连通,截流室和排水室均通过管道与外部市政雨水管道连通。本实用新型的雨水口装置,实现了对路面雨水进行分类收集,即根据不同累计降雨量对路面雨水自动进行分类收集,以便城市雨水管道系统末端的处理设施进行有针对性的分类处理,以充分发挥各处理设施的工程效益,进而保护下游受纳水体水质。
The utility model relates to a gully device with the function of diverting and intercepting flow, which comprises a well chamber with an upper opening and a well cover covering the opening of the upper end of the well chamber in the form of a transparent grid. The middle baffle and the partitions set at vertical intervals are divided into water passage chamber, diversion chamber, interception chamber and drainage chamber. The interception chambers are connected in sequence, and the drainage chamber is located on one side of the diversion chamber and the interception chamber, and the drainage chamber is connected with the diversion chamber, and both the interception chamber and the drainage chamber are communicated with the external municipal rainwater pipeline through pipes. The rainwater outlet device of the utility model realizes the classification and collection of road surface rainwater, that is, automatically classifies and collects road surface rainwater according to different accumulated rainfall, so that the treatment facilities at the end of the urban rainwater pipeline system can carry out targeted classification treatment to fully Give full play to the engineering benefits of each treatment facility, and then protect the water quality of the downstream receiving water body.
Description
技术领域technical field
本实用新型涉及市政排水配套设施技术领域,尤其涉及一种具有分流截流功能的雨水口装置。The utility model relates to the technical field of municipal drainage supporting facilities, in particular to a gully device with the function of diverting and intercepting flows.
背景技术Background technique
雨水从空中落到地面的过程中会携带空气中大量的灰尘并溶解空气中各种污染性废气,而降落到地面后流入市政雨水收集设施的过程中又会带走地面上的悬浮物和渣土,因此路面雨水一般都含有较多的污染物质。对于同一场降雨过程,累计降雨量是随着降雨历时不断增加的,同时由于降雨的连续冲刷和携带作用,空气中和地面上污染物随着累计降雨量的增加会逐渐减少,因此不同累计降雨量时雨水中污染物质含量也不同,如以某项对南方某城市雨水水质的研究为例,其结果表明同一场降雨过程中,平均累计降雨量分别从0到8mm、从8mm到20mm、从20mm到33mm、从大于33mm到达到最终总累计降雨量的不同降雨阶段时内雨水中含有的污染物质的量分别占整场降雨过程中雨水中所含有的污染物质总量的比例分别约为59%、28%、9%、4%。传统的城市雨水管道系统是通过雨水口收集路面雨水后排入雨水主干管或干管,并最终将其汇入末端处理设施处理后排入下游受纳水体中,因此雨水口是整个城市雨水管道系统的起端,也是最主要的收集路面雨水的设施。传统的雨水口是对所有路面雨水来雨全部一并进行收集排放而不是按不同累计降雨量的路面雨水进行分流并截流收集排放,这使得下游雨水处理设施不能有针对性的对不同污染程度的路面雨水进行分类处理,从而影响其处理效率和效果进而导致下游受纳水体受到污染。When rainwater falls from the sky to the ground, it will carry a large amount of dust in the air and dissolve various polluting exhaust gases in the air. After falling to the ground, it will take away the suspended solids and slag on the ground when it flows into the municipal rainwater collection facilities. Soil, so road rainwater generally contains more pollutants. For the same rainfall process, the cumulative rainfall increases continuously with the duration of the rainfall. At the same time, due to the continuous scouring and carrying effect of rainfall, pollutants in the air and on the ground will gradually decrease with the increase of cumulative rainfall. Therefore, different cumulative rainfall The content of pollutants in rainwater is also different when measured. For example, taking a study on the quality of rainwater in a southern city as an example, the results show that in the same rainfall process, the average cumulative rainfall ranges from 0 to 8mm, from 8mm to 20mm, from From 20mm to 33mm, from greater than 33mm to the final total cumulative rainfall, the amount of pollutants contained in the rainwater accounted for about 59% of the total amount of pollutants contained in the rainwater during the entire rainfall process. %, 28%, 9%, 4%. The traditional urban rainwater pipeline system collects road rainwater through the rainwater outlet and discharges it into the main rainwater pipe or main pipe, and finally transfers it to the terminal treatment facility for treatment and then discharges it into the downstream receiving water body. Therefore, the rainwater outlet is the entire urban rainwater pipeline. The beginning of the system is also the most important facility for collecting road rainwater. The traditional gullies collect and discharge all the rainwater coming from the road instead of diverting and intercepting the rainwater according to different accumulated rainfall, which prevents the downstream rainwater treatment facilities from being able to target different levels of pollution. Rainwater on the pavement is classified and treated, which will affect its treatment efficiency and effect and cause the downstream receiving water body to be polluted.
实用新型内容Utility model content
本实用新型所要解决的技术问题是针对上述现有技术的不足,提供一种具有分流截流功能的雨水口装置,主要是对降雨过程中不同累计降雨量时的雨水进行分类截流后输送至末端处理设施进行处理。The technical problem to be solved by the utility model is to provide a gully device with the function of diverting and intercepting for the above-mentioned deficiencies in the prior art, mainly to classify and intercept the rainwater with different accumulated rainfall during the rainfall process and transport it to the terminal for treatment facility for processing.
本实用新型解决上述技术问题的技术方案如下:一种具有分流截流功能的雨水口装置,包括上端开口的井室以及覆盖在所述井室上端开口处且呈通透网格状的井盖,所述井室内通过横向间隔设置的上挡板、中挡板和竖向间隔设置的隔板分隔成过水室、分流室、截流室和排水室,所述过水室、分流室和截流室从上至下依次设置,且所述过水室、分流室和截流室顺次连通,所述排水室位于所述分流室和截流室的一侧,且所述排水室与所述分流室连通,所述截流室和排水室通过管道与对应的外部市政雨水管道连通。The technical solution of the utility model to solve the above-mentioned technical problems is as follows: a rainwater outlet device with the function of diverting and intercepting flow, including a well chamber with an upper end opening and a well cover covering the upper opening of the well chamber in a transparent grid shape. The well chamber is divided into a water passage chamber, a diversion chamber, a shutoff chamber and a drainage chamber by an upper baffle plate, a middle baffle plate and a vertically spaced partition arranged at intervals in a horizontal direction. set up in sequence from top to bottom, and the water passing chamber, the diversion chamber and the interception chamber are connected in sequence, the drainage chamber is located on one side of the diversion chamber and the interception chamber, and the drainage chamber communicates with the diversion chamber, The intercepting chamber and the drainage chamber communicate with corresponding external municipal rainwater pipes through pipes.
所述分流室和截流室内竖向设有用于对进入所述分流室内的雨水进行分流截流的分截流调节机构,所述分截流调节机构通过设置在所述中挡板上的排水孔口布设在对应的所述分流室和截流室内;外部雨水通过所述井盖进入所述过水室,并从所述过水室进入所述分流室,再从所述分流室进入所述截流室,当所述截流室截流的雨水超过设定水量时,所述分截流调节机构关闭所述分流室与截流室之间的通道,打开所述分流室与排水室的之间的通道,雨水从所述分流室进入所述排水室。The diversion chamber and the interception chamber are vertically provided with a diversion and interception regulating mechanism for diverting and intercepting the rainwater entering the diversion chamber, and the diversion and interception regulating mechanism is arranged on the Corresponding to the diversion chamber and interception chamber; external rainwater enters the water passage chamber through the manhole cover, enters the diversion chamber from the water passage chamber, and then enters the interception chamber from the diversion chamber. When the rainwater intercepted by the interception chamber exceeds the set water volume, the diversion adjustment mechanism closes the channel between the diversion chamber and the interception chamber, opens the channel between the diversion chamber and the drainage chamber, and the rainwater flows from the diversion chamber. chamber into the drain chamber.
本实用新型的有益效果是:本实用新型的具有分流截流功能的雨水口装置,实现了对路面雨水进行分类收集,即根据不同累计降雨量对路面雨水自动进行分类收集,以便城市雨水管道系统末端的处理设施进行有针对性的分类处理,以充分发挥各处理设施的工程效益,进而保护下游受纳水体水质。The beneficial effects of the utility model are: the rainwater outlet device with diverting and intercepting functions of the utility model realizes the classification and collection of road surface rainwater, that is, automatically classifies and collects road surface rainwater according to different cumulative rainfall, so that the end of the urban rainwater pipeline system Targeted and classified treatment of various treatment facilities to give full play to the engineering benefits of each treatment facility, thereby protecting the water quality of downstream receiving water bodies.
在上述技术方案的基础上,本实用新型还可以做如下改进:On the basis of the above-mentioned technical scheme, the utility model can also be improved as follows:
进一步:所述上挡板相对远离所述排水室的另一侧设有流水口,且所述过水室通过所述流水口与所述分流室连通,所述中挡板上靠近所述流水口一侧设有沉渣孔口,所述沉渣孔口的下方设有不透水的沉渣斗。Further: the other side of the upper baffle plate far away from the drainage chamber is provided with a water outlet, and the water passage chamber communicates with the diversion chamber through the water outlet, and the middle baffle is close to the water outlet. A sediment orifice is provided on one side of the mouth, and an impermeable sediment hopper is provided below the sediment orifice.
上述进一步方案的有益效果是:通过这种结构可以使得进入所述分流室内的雨水首先流过所述沉渣孔口,便于雨水中的渣土落入所述沉渣斗内,从而将雨水中的渣土进行分离。The beneficial effect of the above further solution is: through this structure, the rainwater entering the diversion chamber can first flow through the sediment orifice, so that the slag in the rainwater can fall into the slag hopper, so that the slag in the rainwater Soil is separated.
进一步:所述井室的中部竖向设有将所述分流室与排水室分隔开的第一上隔板,所述分流室与排水室通过设置在所述第一上隔板下端的缺口连通;所述井室的下部竖向设有将所述截流室与所述排水室分隔开的第一下隔板,所述排水室的底部通过排水管与外部市政管道连通。Further: the middle part of the well chamber is vertically provided with a first upper partition separating the diversion chamber and the drainage chamber, and the diversion chamber and the drainage chamber pass through the gap provided at the lower end of the first upper partition Communication; the lower part of the well chamber is vertically provided with a first lower partition separating the interception chamber from the drainage chamber, and the bottom of the drainage chamber communicates with the external municipal pipeline through a drain pipe.
上述进一步方案的有益效果是:通过所述第一上隔板与第一下隔板可以将所述分流室与所述排水室以及所述截流室与所述排水室隔开,实现不同累计降雨量阶段雨水的分类收集。The beneficial effect of the above further solution is: the diversion chamber and the drainage chamber and the interception chamber and the drainage chamber can be separated by the first upper partition and the first lower partition, so as to realize different accumulated rainfall Classified collection of rainwater in the volume stage.
进一步:所述分流室内竖向设有至少一个第二上隔板,所述第二上隔板将所述分流室分隔成至少两个相互独立的子分流室,相邻两个所述子分流室通过设置在所述第二上隔板下端的缺口连通;所述截流室内竖向设有与所述第二上隔板数量相同的第二下隔板,所述第二下隔板将所述截流室分隔成与所述子分流室数量相同并上下一一对应的子截流室,所述中挡板设有与所述子分流室数量相同并对应的所述排水孔口,所述子分流室与所述子截流室通过对应的所述排水孔口连通,每个所述子截流室的底部均设有与外部市政管道连通的截流管。Further: at least one second upper partition is vertically provided in the split chamber, and the second upper partition divides the split chamber into at least two mutually independent sub-split chambers, and two adjacent sub-split chambers The chamber communicates through the gap provided at the lower end of the second upper partition; the second lower partition with the same number as the second upper partition is vertically provided in the shut-off chamber, and the second lower partition divides the The intercepting chamber is divided into sub-intermitting chambers with the same number as the sub-distributing chambers and one-to-one correspondence, the middle baffle is provided with the same number as the sub-distributing chambers and corresponding to the drainage orifice, the sub-distributing chambers The diversion chamber communicates with the sub-interception chamber through the corresponding drainage orifice, and the bottom of each sub-interception chamber is provided with an interception pipe communicating with an external municipal pipeline.
进一步:所述分截流调节机构包括与所述子分流室数量相同的分截流子调节机构,所述分截流子调节机构穿过所述排水孔口,且所述分截流子调节机构的上端位于对应的所述子分流室内,且所述分截流子调节机构的上端与所述上挡板下表面固定连接,下端位于所述子截流室内,且所述分截流子调节机构可侧向堵住或打开对应的所述第一上隔板或第二上隔板下端的缺口。Further: the sub-cut-off adjustment mechanism includes a sub-cut-off sub-regulation mechanism with the same number as the sub-cut-off chamber, the sub-cut-off sub-regulation mechanism passes through the drainage orifice, and the upper end of the sub-cut-off sub-regulation mechanism is located at In the corresponding sub-chamber, the upper end of the sub-choke adjustment mechanism is fixedly connected to the lower surface of the upper baffle, the lower end is located in the sub-choke chamber, and the sub-choke adjustment mechanism can be blocked laterally Or open the gap at the lower end of the corresponding first upper partition or the second upper partition.
上述进一步方案的有益效果是:通过将所述分流室和截留室分别分隔成多个所述子分流室和子截流室,这样可以配合所述分截流子调节机构针对不同累计降雨量对路面雨水自动进行分类收集,便于后续有针对性的对不同污染程度的路面雨水进行分类处理,提高其处理效率和改善其处理效果。The beneficial effect of the above further solution is: by separating the flow diversion chamber and the interception chamber into a plurality of sub-distribution chambers and sub-interception chambers, it is possible to cooperate with the sub-interception sub-regulation mechanism to automatically adjust the rainwater on the road surface for different cumulative rainfall. The classified collection is convenient for subsequent targeted classification and treatment of road rainwater with different pollution levels, improving its treatment efficiency and treatment effect.
进一步:所述分截流子调节机构包括上弹簧、上盖板、下弹簧、拉动件、下盖板、充水管、充水箱、泄水滴管和封堵板,所述上弹簧的上端与所述上挡板的下表面固定连接,所述上弹簧、上盖板、下弹簧和下盖板顺次连接,所述上盖板和下盖板分别位于所述排水孔口的上下两侧,且所述上盖板可完全盖住所述排水孔口;Further: the sub-cutting sub-adjusting mechanism includes an upper spring, an upper cover plate, a lower spring, a pulling member, a lower cover plate, a water filling pipe, a water filling tank, a drain pipe and a blocking plate, the upper end of the upper spring is in contact with the The lower surface of the upper baffle is fixedly connected, the upper spring, the upper cover, the lower spring and the lower cover are connected in sequence, the upper cover and the lower cover are respectively located on the upper and lower sides of the drainage hole, and The upper cover plate can completely cover the drainage hole;
所述充水箱悬挂设置在所述下盖板的下表面,所述充水管为弹性伸缩管,且所述充水管的上端通过设置在所述中挡板上的充水口与所述子分流室连通,下端与所述充水箱的顶部连通,所述泄水滴管的上端与所述充水箱的底部连通,所述泄水滴管的下端排出的雨水下落至所述子截流室的底部并通过所述截流管外排,所述中挡板对应所述第一上隔板和第二上隔板下端的缺口处均设有让位口,所述封堵板竖直设置在对应的所述第一上隔板或第二上隔板下端的缺口处,并可完全盖住所述缺口,且所述拉动件的一端与所述下盖板连接,另一端穿过所述让位口后与所述封堵板连接,当所述充水箱充水并向下拉动所述下盖板向下运动时,所述下盖板通过所述拉动件带动所述封堵板向下运动并穿过所述让位口从而逐渐打开所述缺口,同时所述下盖板通过所述下弹簧带动所述上盖板向下运动并盖住所述排水孔口,当所述充水箱充满水时,所述封堵板的上端不低于所述中挡板的下表面;当所述充水箱充满水后泄水直至泄空的过程中,所述上弹簧因恢复性拉力作用而向上复原,并拉动所述上盖板和所述下盖板向上运动,同时所述上盖板逐步打开相应的所述排水孔口,所述下盖板又带动所述拉动件向上运动,进而拉动所述封堵板向上运动直至穿过所述让位口,使得所述第一上隔板或第二上隔板下端的缺口完全被挡住。The water filling tank is suspended on the lower surface of the lower cover, the water filling pipe is an elastic telescopic pipe, and the upper end of the water filling pipe passes through the water filling port on the middle baffle and the sub-distribution chamber. The lower end communicates with the top of the water-filled tank, the upper end of the drain drip tube communicates with the bottom of the water-filled tank, and the rainwater discharged from the lower end of the drain drip tube falls to the bottom of the sub-blocking chamber and passes through the The cut-off tube is arranged outside, and the middle baffle is provided with a relief opening at the gap corresponding to the lower end of the first upper partition and the second upper partition, and the blocking plate is vertically arranged on the corresponding second upper partition. One upper partition or the gap at the lower end of the second upper partition, and can completely cover the gap, and one end of the pulling member is connected with the lower cover, and the other end passes through the relief opening and connects with the The blocking plate is connected, and when the water-filled tank is filled with water and the lower cover is pulled downward to move downward, the lower cover drives the blocking plate to move downward through the pulling member and pass through The relief opening gradually opens the gap, and at the same time, the lower cover plate drives the upper cover plate to move downward through the lower spring and covers the drainage hole. When the water filling tank is filled with water, The upper end of the blocking plate is not lower than the lower surface of the middle baffle; when the water-filled tank is filled with water and drains until it is empty, the upper spring recovers upward due to the restoring tension, and Pull the upper cover and the lower cover to move upwards, and at the same time, the upper cover gradually opens the corresponding drainage holes, and the lower cover drives the pulling member to move upward, and then pulls the sealing The blocking plate moves upward until passing through the relief opening, so that the gap at the lower end of the first upper partition or the second upper partition is completely blocked.
上述进一步方案的有益效果是:通过所述分截流子调节机构可以对进入所述子分流室内的雨水进行分流截流处理,从而实现针对不同累计降雨量对路面雨水自动进行分类收集,便于后续有针对性的对不同污染程度的路面雨水进行分类处理。The beneficial effect of the above further solution is: the rainwater entering the sub-flow chamber can be divided and intercepted through the sub-flow adjustment mechanism, so as to realize the automatic classification and collection of rainwater on the road surface according to different cumulative rainfall, which is convenient for follow-up. Classify and treat road rainwater with different pollution levels.
进一步:所述泄水滴管的内径小于所述充水管的内径。Further: the inner diameter of the drain dropper is smaller than the inner diameter of the water filling pipe.
上述进一步方案的有益效果是:通过设置所述泄水滴管的内径小于所述充水管的内径,这样当所述充水箱未满水时,可使得所述充水箱的充水速度大于排水速度,这样所述充水箱的重量会随着水量的增加而增加,从而使得所述充水箱能顺利带动所述封堵板逐渐打开对应所述第一上隔板或第二上隔板下端的缺口,同时能带动所述上盖板盖住对应的所述排水孔口;当所述充水箱满水而雨继续下时,仍通过所述充水管向所述充水箱充水,同时所述充水箱又通过所述泄水滴管泄水,但由于所述泄水滴管的内径小于所述充水管的内径且所述充水箱此时已充满,此时所述充水箱进出总雨水量达到平衡,所述充水箱保持满水状态。The beneficial effect of the above further solution is: by setting the inner diameter of the drain dropper to be smaller than the inner diameter of the water filling pipe, when the water filling tank is not full of water, the water filling speed of the water filling tank can be greater than the drainage speed, In this way, the weight of the water-filled tank will increase with the increase of water volume, so that the water-filled tank can smoothly drive the blocking plate to gradually open the gap corresponding to the lower end of the first upper partition or the second upper partition, At the same time, it can drive the upper cover plate to cover the corresponding drain hole; when the water filling tank is full of water and the rain continues, the water filling pipe is still used to fill the water filling tank with water, and the water filling tank The water is discharged through the discharge dropper, but since the inner diameter of the discharge dropper is smaller than the inner diameter of the water filling pipe and the water filling tank is full at this time, the total amount of rainwater in and out of the water filling tank reaches a balance at this time, so The water filling tank is kept full of water.
进一步:所述让位口的宽度和长度分别与所述封堵板厚度和宽度相等,且所述封堵板的长度与所述缺口的高度相等。Further: the width and length of the relief opening are respectively equal to the thickness and width of the blocking plate, and the length of the blocking plate is equal to the height of the notch.
进一步:所述上挡板为坡面,且所述上挡板靠近所述流水口的一端低于另一端。Further: the upper baffle is a slope, and one end of the upper baffle near the water outlet is lower than the other end.
上述进一步方案的有益效果是:通过将所述上挡板靠近所述流水口的一端低于另一端,便于进入所述过水室的雨水更加顺利的进入所述分流室,避免雨水及渣土在所述上挡板上滞留造成排水不便。The beneficial effect of the above further solution is: by making the end of the upper baffle near the water outlet lower than the other end, it is convenient for the rainwater entering the water passage chamber to enter the diversion chamber more smoothly, avoiding rainwater and muck Residing on the upper baffle causes drainage inconvenience.
附图说明Description of drawings
图1为本实用新型的具有分流截流功能的雨水口装置结构示意图;Fig. 1 is the structure schematic diagram of the gully device with diversion and interception function of the present utility model;
图2为图1中A-A剖视图;Fig. 2 is A-A sectional view among Fig. 1;
图3为图1中B-B剖视图。Fig. 3 is a B-B sectional view in Fig. 1 .
附图中,各标号所代表的部件列表如下:In the accompanying drawings, the list of parts represented by each label is as follows:
1、井室,2、井盖,3、上挡板,4、中挡板,5、过水室,6、排水室,7、排水孔口,8、流水口,9、沉渣孔口,10、沉渣斗,11、第一上隔板,12、子分流室,13、第一下隔板,14、子截流室,15、截流管,16、分截流子调节机构,17、上弹簧,18、上盖板,19、下弹簧,20、拉动件,21、下盖板,22、充水管,23、充水箱,24、泄水滴管,25、封堵板,26、让位口,27、排水管,28、第二上隔板,29、第二下隔板。1. Well chamber, 2. Well cover, 3. Upper baffle, 4. Middle baffle, 5. Water chamber, 6. Drainage chamber, 7. Drainage hole, 8. Water outlet, 9. Sediment hole, 10 , sediment hopper, 11, the first upper partition, 12, the sub-distributing chamber, 13, the first lower partition, 14, the sub-closing chamber, 15, the intercepting pipe, 16, the sub-closing sub-adjusting mechanism, 17, the upper spring, 18, upper cover plate, 19, lower spring, 20, pulling member, 21, lower cover plate, 22, water filling pipe, 23, water filling tank, 24, drain dripper, 25, blocking plate, 26, relief opening, 27, drainage pipe, 28, the second upper partition, 29, the second lower partition.
具体实施方式Detailed ways
以下结合附图对本实用新型的原理和特征进行描述,所举实例只用于解释本实用新型,并非用于限定本实用新型的范围。The principles and features of the present utility model are described below in conjunction with the accompanying drawings, and the examples given are only used to explain the utility model, and are not used to limit the scope of the utility model.
如图1至3所示,一种具有分流截流功能的雨水口装置,包括上端开口的井室1以及覆盖在所述井室1上端开口处且呈通透网格状的井盖2,所述井室1内通过横向间隔设置的上挡板3、中挡板4和竖向间隔设置的隔板分隔成过水室5、分流室、截流室和排水室6,所述过水室5、分流室和截流室从上至下依次设置,且所述过水室5、分流室和截流室顺次连通,所述排水室6位于所述分流室和截流室的一侧,且所述排水室6与所述分流室连通,所述截流室和排水室6通过管道与对应的外部市政雨水管道连通。As shown in Figures 1 to 3, a gully device with diversion and interception functions includes a well chamber 1 with an upper end opening and a well cover 2 covering the upper opening of the well chamber 1 and in a transparent grid shape. The well chamber 1 is divided into a water passage chamber 5, a diversion chamber, a shut-off chamber and a drainage chamber 6 by an upper baffle plate 3, a middle baffle plate 4 arranged at intervals in a horizontal direction, and a partition plate arranged at vertical intervals. The water passage chamber 5, The diversion chamber and the interception chamber are arranged sequentially from top to bottom, and the water passage chamber 5, the diversion chamber and the interception chamber are connected in sequence, the drainage chamber 6 is located on one side of the diversion chamber and the interception chamber, and the drainage The chamber 6 is in communication with the diversion chamber, and the interception chamber and drainage chamber 6 are in communication with the corresponding external municipal rainwater pipes through pipes.
所述分流室和截流室内竖向设有用于对进入所述分流室内的雨水进行分流截流的分截流调节机构,所述分截流调节机构通过设置在所述中挡板4上的排水孔口7布设在对应的所述分流室和截流室内;外部雨水通过所述井盖2进入所述过水室5,并从所述过水室5进入所述分流室,再从所述分流室进入所述截流室,当所述截流室截流的雨水超过设定水量时,所述分截流调节机构关闭所述分流室与截流室之间的通道,打开所述分流室与排水室6之间的通道,雨水从所述分流室进入所述排水室6。The diversion chamber and the interception chamber are vertically provided with a diversion and interception adjustment mechanism for diverting and intercepting the rainwater entering the diversion chamber. Arranged in the corresponding diversion chamber and cut-off chamber; external rainwater enters the water passage chamber 5 through the manhole cover 2, enters the diversion chamber from the water passage chamber 5, and then enters the diversion chamber from the diversion chamber. An interception chamber, when the rainwater intercepted by the interception chamber exceeds the set water volume, the sub-interception adjustment mechanism closes the channel between the diversion chamber and the interception chamber, and opens the channel between the diversion chamber and the drainage chamber 6, Rainwater enters the drainage chamber 6 from the distribution chamber.
本实用新型的具有分流截流功能的雨水口装置,实现了对路面雨水进行分类收集,即根据不同累计降雨量(对应不同的污染情况)对路面雨水自动进行分类收集,以便城市雨水管道系统末端的处理设施进行有针对性的处理,以充分发挥各处理设施的工程效益,进而保护下游受纳水体水质。The rainwater outlet device with diverting and intercepting functions of the utility model realizes the classification and collection of road surface rainwater, that is, automatically classifies and collects road surface rainwater according to different cumulative rainfall (corresponding to different pollution conditions), so that the urban rainwater pipeline system terminal The treatment facilities carry out targeted treatment to give full play to the engineering benefits of each treatment facility, thereby protecting the water quality of the downstream receiving water body.
优选地,在上述实施例中,所述上挡板3相对远离所述排水室6的另一侧设有流水口8,且所述过水室5通过所述流水口8与所述分流室连通,所述中挡板4上靠近所述流水口8一侧设有沉渣孔口9,所述沉渣孔口9的下方设有不透水的沉渣斗10。通过这种结构可以使得进入所述分流室内的雨水首先流过所述沉渣孔口9,便于雨水中的渣土落入所述沉渣斗10内,从而将雨水中的渣土进行分离。Preferably, in the above-mentioned embodiment, the other side of the upper baffle plate 3 far away from the drainage chamber 6 is provided with a water outlet 8, and the water passage chamber 5 is connected to the diversion chamber through the water outlet 8. In communication, a sediment orifice 9 is provided on the side of the middle baffle 4 close to the water outlet 8 , and an impermeable sediment hopper 10 is provided below the sediment orifice 9 . Through this structure, the rainwater entering the distribution chamber first flows through the sediment opening 9, so that the mud in the rainwater falls into the sediment bucket 10, thereby separating the mud in the rainwater.
本实施例中,所述井室1的中部竖向设有将所述分流室与排水室6分隔开的第一上隔板11,所述分流室与排水室6通过设置在所述第一上隔板11下端的缺口连通;所述井室1的下部竖向设有将所述截流室与所述排水室分隔开的第一下隔板13,所述排水室6的底部通过排水管27与外部市政管道连通。通过所述第一上隔板11与第一下隔板13分别将所述分流室与所述排水室6以及所述截流室与所述排水室6隔开,实现不同累计降雨量阶段雨水的分类收集。In this embodiment, the middle part of the well chamber 1 is vertically provided with a first upper partition 11 separating the distribution chamber and the drainage chamber 6, and the distribution chamber and the drainage chamber 6 are arranged on the second The gap at the lower end of an upper partition 11 communicates; the bottom of the well chamber 1 is vertically provided with a first lower partition 13 that separates the intercepting chamber from the drainage chamber, and the bottom of the drainage chamber 6 passes through The drain pipe 27 communicates with external municipal pipes. The first upper partition 11 and the first lower partition 13 separate the diversion chamber from the drainage chamber 6 and the interception chamber from the drainage chamber 6, so as to realize the separation of rainwater in different cumulative rainfall stages. Category collection.
本实施例中,所述分流室内竖向设有至少一个第二上隔板28,所述第二上隔板28将所述分流室分隔成至少两个相互独立的子分流室12,相邻两个所述子分流室12通过设置在所述第二上隔板28下端的缺口连通;所述截流室内竖向设有与所述第二上隔板28数量相同的第二下隔板29,所述第二下隔板29将所述截流室分隔成与所述子分流室12数量相同并上下一一对应的子截流室14,所述中挡板4设有与所述子分流室12数量相同并对应的所述排水孔口7,所述子分流室12与所述子截流室14通过对应的所述排水孔口7连通,每个所述子截流室14的底部均设有与外部市政管道连通的截流管15。通过将所述分流室和截留室分别分隔成多个所述子分流室12和所述子截流室14,这样可以配合所述分截流调节机构针对不同累计降雨量对路面雨水自动进行分类收集,便于后续有针对性的对不同污染程度的路面雨水进行分类处理,提高其处理效率和改善其处理效果。In this embodiment, at least one second upper partition 28 is arranged vertically in the distribution chamber, and the second upper partition 28 divides the distribution chamber into at least two sub-distribution chambers 12 that are adjacent to each other. The two sub-distributing chambers 12 communicate through a gap provided at the lower end of the second upper partition 28; the second lower partition 29 with the same number as the second upper partition 28 is vertically provided in the shut-off chamber , the second lower partition 29 separates the intercepting chamber into sub-intermitting chambers 14 having the same number as the sub-distributing chambers 12 and corresponding up and down one by one, and the middle baffle 4 is provided with the sub-distributing chamber 12 identical and corresponding drain holes 7, the sub-distributor chambers 12 communicate with the sub-block chambers 14 through the corresponding drain holes 7, and the bottom of each of the sub-block chambers 14 is provided with The shut-off pipe 15 communicated with the external municipal pipeline. By separating the diversion chamber and the interception chamber into a plurality of sub-distribution chambers 12 and the sub-interception chambers 14, it is possible to cooperate with the sub-interception adjustment mechanism to automatically classify and collect road surface rainwater for different cumulative rainfall, It is convenient for subsequent targeted classification and treatment of road rainwater with different pollution levels, so as to improve its treatment efficiency and treatment effect.
如图1所示,图中示意性地画出了三个子分流室12和子截流室14,三个所述子分流室12顺次相邻设置在所述井室1的中部,并位于所述过水室1的下方,且相邻两个所述子分流室12之间通过所述第二上隔板28上的缺口连通,且图中最右侧的所述子分流室12通过所述第一上隔板11上的缺口与所述排水室6连通。所述三个子截流室14顺次相邻设置在所述井室1的下部,并一一对应的位于所述子分流室12的下方,且所述子分流室12与对应的所述子截流室14通过对应的所述排水孔口7连通,最右侧的所述子截流室14通过所述第一下隔板13与所述排水室6分隔开。当然,实际应用中也可以根据需求适当调整所述子分流室12和子截流室14的数量,具体的实施方式也可以参考本实用新型中通过竖向设置的所述第二上隔板28将所述分流室设置为更多个或者更少个所述子分流室12,通过竖向设置的所述第二下隔板29将所述截流室分隔为更多个或者更少个所述子截流室14,只要所述子分流室12和所述子截流室14数量相等并上下一一对应即可,这里不做任何限定。As shown in Figure 1, three sub-distributing chambers 12 and sub-blocking chambers 14 are schematically shown in the figure, and the three sub-distributing chambers 12 are arranged adjacently in the middle of the well chamber 1 in sequence, and are located in the Below the water chamber 1, and the two adjacent sub-distribution chambers 12 are communicated through the gap on the second upper partition 28, and the sub-distribution chamber 12 on the far right in the figure passes through the The gap on the first upper partition 11 communicates with the drainage chamber 6 . The three sub-blocking chambers 14 are adjacently arranged in the lower part of the well chamber 1 in sequence, and are located below the sub-blocking chambers 12 in one-to-one correspondence, and the sub-blocking chambers 12 and the corresponding sub-blocking chambers The chambers 14 communicate with the corresponding drain holes 7 , and the rightmost sub-block chamber 14 is separated from the drain chamber 6 by the first lower partition 13 . Of course, in practical applications, the number of sub-distributing chambers 12 and sub-closing chambers 14 can also be appropriately adjusted according to requirements. The split chamber is set as more or less sub-cut chambers 12, and the cut-off chamber is divided into more or fewer sub-cut-off chambers by the second lower partition 29 arranged vertically. As for the chambers 14 , as long as the number of the sub-distributing chambers 12 and the sub-closing chambers 14 are equal and there is a one-to-one correspondence, there is no limitation here.
对应地,所述分截流调节机构包括与所述子分流室12数量相同的分截流子调节机构16,所述分截流子调节机构16穿过所述排水孔口7,且所述分截流子调节机构16的上端位于对应的所述子分流室12内,且所述分截流子调节机构16的上端与所述上挡板3下表面固定连接,下端位于所述子截流室14内,且所述分截流子调节机构16可侧向堵住或打开对应的所述第一上隔板11或第二上隔板28下端的缺口。Correspondingly, the sub-cut-off adjustment mechanism includes the same number of sub-cut-off sub-adjustment mechanisms 16 as the number of sub-cut-off sub-chambers 12, the sub-cut-off sub-adjustment mechanism 16 passes through the drainage orifice 7, and the sub-cut-off sub-regulation mechanism 16 The upper end of the adjustment mechanism 16 is located in the corresponding sub-cutoff chamber 12, and the upper end of the sub-cutoff sub-adjustment mechanism 16 is fixedly connected to the lower surface of the upper baffle plate 3, and the lower end is located in the sub-cutoff chamber 14, and The sub-choke adjusting mechanism 16 can laterally block or open the corresponding gap at the lower end of the first upper partition 11 or the second upper partition 28 .
另外,根据区域累计降雨量随时间变化的特点和本实用新型雨水口装置的所服务区域的情况,合理设定所述充水管22、充水箱23、泄水滴管24、截流管15和排水管27、拉动件20、上盖板18、下盖板21、封堵板25等的尺寸及所述上弹簧17、下弹簧19的弹性系数等,使之实现对不同降雨量的雨水进行分流截流。In addition, according to the characteristics of regional cumulative rainfall changing with time and the situation of the service area of the utility model gully device, the water filling pipe 22, the water filling tank 23, the discharge drip pipe 24, the intercepting pipe 15 and the drain pipe are reasonably set. 27. The dimensions of the pulling member 20, the upper cover plate 18, the lower cover plate 21, the blocking plate 25, etc. and the elastic coefficients of the upper spring 17 and the lower spring 19, etc., make it possible to divert and intercept rainwater with different rainfall amounts .
图1中示意性地画出了三个分截流子调节机构16,并设置在对应的所述子分流室12和子截流室14内。FIG. 1 schematically shows three sub-cut sub-chambers 16 , which are arranged in the corresponding sub-cut sub-chambers 12 and sub-choke sub-chambers 14 .
具体地,所述分截流子调节机构16包括上弹簧17、上盖板18、下弹簧19、拉动件20、下盖板21、充水管22、充水箱23、泄水滴管24和封堵板25,所述上弹簧17的上端与所述上挡板3的下表面固定连接,所述上弹簧17、上盖板18、下弹簧19和下盖板21顺次连接,所述上盖板18和下盖板21分别位于所述排水孔口7的上下两侧,且所述上盖板18可完全盖住所述排水孔口7。Specifically, the sub-cut-off regulating mechanism 16 includes an upper spring 17, an upper cover plate 18, a lower spring 19, a pulling member 20, a lower cover plate 21, a water filling pipe 22, a water filling tank 23, a drain pipe 24 and a blocking plate 25. The upper end of the upper spring 17 is fixedly connected to the lower surface of the upper baffle plate 3, the upper spring 17, the upper cover plate 18, the lower spring 19 and the lower cover plate 21 are connected in sequence, and the upper cover plate 18 and the lower cover plate 21 are respectively located on the upper and lower sides of the drain hole 7 , and the upper cover plate 18 can completely cover the drain hole 7 .
所述充水箱23悬挂设置在所述下盖板21的下表面,所述充水管22为弹性伸缩管,且所述充水管22的上端通过设置在所述中挡板4上的充水口与所述子分流室12连通,下端与所述充水箱23的顶部连通,所述泄水滴管24的上端与所述充水箱23的底部连通,从所述泄水滴管24的下端排出的雨水下落至所述子截流室14的底部并通过所述截流管15外排,所述中挡板4对应所述第一上隔板11和第二上隔板28下端的缺口处均设有让位口26,所述封堵板25竖直设置在对应的所述第一上隔板11或第二上隔板28下端的缺口处,并可完全盖住所述缺口,且所述拉动件20的一端与所述下盖板21连接,另一端穿过所述让位口26后与所述封堵板25连接,当所述充水箱23充水并向下拉动所述下盖板21向下运动时,所述下盖板21通过所述拉动件20带动所述封堵板25向下运动并穿过所述让位口26从而逐渐打开所述缺口,同时所述下盖板21通过所述下弹簧19带动所述上盖板18向下运动并盖住所述排水孔口7,当所述充水箱23充满水时,所述封堵板25的上端不低于所述中挡板4的下表面;当所述充水箱23充满水后泄水直至泄空的过程中,所述上弹簧17因恢复性拉力作用而向上复原,并拉动所述上盖板18和所述下盖板21向上运动,同时所述上盖板18逐步打开相应的所述排水孔口7,所述下盖板21又带动所述拉动件20向上运动,进而拉动所述封堵板25向上运动直至穿过所述让位口26,使得所述第一上隔板11或第二上隔板28下端的缺口逐渐被完全挡住。The water filling tank 23 is suspended on the lower surface of the lower cover plate 21, the water filling pipe 22 is an elastic telescopic pipe, and the upper end of the water filling pipe 22 passes through the water filling port arranged on the middle baffle plate 4 and The sub-distributor chamber 12 communicates, the lower end communicates with the top of the water filling tank 23, the upper end of the drain drip tube 24 communicates with the bottom of the water filling tank 23, and the rainwater discharged from the lower end of the drain drip tube 24 falls To the bottom of the sub-blocking chamber 14 and discharged through the blocking tube 15, the middle baffle 4 is provided with a gap at the lower end of the first upper partition 11 and the second upper partition 28. The opening 26, the blocking plate 25 is vertically arranged at the gap at the lower end of the corresponding first upper partition 11 or the second upper partition 28, and can completely cover the gap, and the pulling member 20 One end is connected to the lower cover plate 21, and the other end is connected to the blocking plate 25 after passing through the relief opening 26. When the water-filled tank 23 is filled with water and the lower cover plate 21 is pulled downward to When moving downward, the lower cover plate 21 drives the blocking plate 25 to move downward through the pulling member 20 and passes through the relief opening 26 to gradually open the gap, and at the same time, the lower cover plate 21 passes through the The lower spring 19 drives the upper cover plate 18 to move downward and cover the drain hole 7. When the water filling tank 23 is filled with water, the upper end of the blocking plate 25 is not lower than the middle stop. The lower surface of the plate 4; when the water-filled tank 23 is filled with water and drains until it is empty, the upper spring 17 will recover upward due to the recovery tension, and pull the upper cover plate 18 and the lower cover plate 18. The cover plate 21 moves upwards, and at the same time, the upper cover plate 18 gradually opens the corresponding drainage holes 7, and the lower cover plate 21 drives the pulling member 20 to move upwards, and then pulls the blocking plate 25 to move upwards Until passing through the relief opening 26 , the gap at the lower end of the first upper partition 11 or the second upper partition 28 is gradually and completely blocked.
通过所述分截流子调节机构16可以对进入所述子分流室12内的雨水进行分流截流处理,从而实现针对不同累计降雨量对路面雨水自动进行分类收集,便于后续有针对性的对不同污染程度的路面雨水进行分类处理。The rainwater entering the sub-dividing chamber 12 can be diverted and intercepted through the sub-adjustment mechanism 16, so as to automatically classify and collect road rainwater according to different cumulative rainfall, which is convenient for subsequent targeted treatment of different pollution. The level of rainwater on the road surface shall be classified and treated.
优选地,当所述充水箱23满水时,所述封堵板25的顶部恰好与所述中挡板4的上表面相平。Preferably, when the water-filled tank 23 is full of water, the top of the blocking plate 25 is just level with the upper surface of the middle baffle plate 4 .
优选地,在上述实施例中,所述泄水滴管24的内径小于所述充水管22的内径,这样当所述充水箱23未满水时,可使得所述充水箱23的充水速度大于排水速度,这样所述充水箱23的重量会随着水量的增加而增加,从而使得所述充水箱23能顺利带动所述封堵板25逐渐打开对应所述第一上隔板11或所述第二上隔板28下端的缺口,同时能带动所述上盖板18盖住对应的所述排水孔口7;当所述充水箱23满水而雨继续下时,仍通过所述充水管22向所述充水箱23充水,同时所述充水箱23又通过所述泄水滴管24泄水,但由于所述泄水滴管24的内径小于所述充水管22的内径且所述充水箱23此时已充满,此时所述充水箱23进出总雨水量达到平衡,所述充水箱23保持满水状态。Preferably, in the above embodiment, the inner diameter of the drain dropper 24 is smaller than the inner diameter of the water filling pipe 22, so that when the water filling tank 23 is not full of water, the water filling speed of the water filling tank 23 can be faster than Drainage speed, so that the weight of the water filling tank 23 will increase with the increase of water volume, so that the water filling tank 23 can smoothly drive the sealing plate 25 to gradually open corresponding to the first upper partition 11 or the The gap at the lower end of the second upper partition 28 can simultaneously drive the upper cover plate 18 to cover the corresponding drain hole 7; 22 fills water to described water-filling tank 23, and simultaneously described water-filling tank 23 discharges water through described drain dropper 24 again, but because the internal diameter of described draining dropper 24 is smaller than the inner diameter of described water-filling pipe 22 and described water-filling tank 23 is full now, and the total amount of rainwater in and out of the water-filling tank 23 has reached a balance, and the water-filling tank 23 remains full of water.
优选地,在上述实施例中,所述让位口26的宽度和长度分别与所述封堵板25厚度和宽度相等,且所述封堵板25的长度与所述缺口的高度相等。Preferably, in the above embodiment, the width and length of the relief opening 26 are respectively equal to the thickness and width of the blocking plate 25 , and the length of the blocking plate 25 is equal to the height of the notch.
通过这种方式可以使得所述封堵板25能恰好穿过所述让位口26,且由于所述封堵板25能完全打开或堵住所述缺口,从而完成不同累计降雨量阶段雨水的分流截流的无缝切换。所述封堵板25的宽度表示在水平方向的尺寸,所述让位口26的长度也表示在水平方向的尺寸,通过将所述封堵板25的厚度和宽度分别与所述让位口26的宽度和长度设置为相等,这样所述封堵板25可以在水平方向恰好堵住所述让位口26;所述封堵板25的长度表示在竖直方向的尺寸,通过将所述封堵板25的长度与所述缺口的高度设置为相等,这样所述封堵板25可以在竖直方向恰好堵住所述缺口。进而,所述封堵板25可以完全打开或堵住所述让位口26。In this way, the blocking plate 25 can just pass through the relief opening 26, and since the blocking plate 25 can be fully opened or blocked the gap, the rainwater collection in different cumulative rainfall stages can be completed. Seamless switching of diversion and interception. The width of the blocking plate 25 represents the dimension in the horizontal direction, and the length of the relief opening 26 also represents the dimension in the horizontal direction. The width and length of 26 are set to be equal, so that said blocking plate 25 can just block the described relief port 26 in the horizontal direction; the length of said blocking plate 25 represents the size in the vertical direction, by The length of the blocking plate 25 is set to be equal to the height of the gap, so that the blocking plate 25 can just block the gap in the vertical direction. Furthermore, the blocking plate 25 can be fully opened or block the relief opening 26 .
优选地,在上述实施例中,所述上挡板3为坡面,且所述上挡板3靠近所述流水口8的一端低于另一端。通过将所述上挡板3设置为坡向所述流水口8,便于进入所述过水室5的雨水更加顺利的进入所述分流室,避免雨水及渣土在所述上挡板上滞留造成排水不便。Preferably, in the above embodiment, the upper baffle 3 is a slope, and one end of the upper baffle 3 close to the water outlet 8 is lower than the other end. By arranging the upper baffle 3 to slope towards the water outlet 8, it is convenient for the rainwater entering the water passage 5 to enter the diversion chamber more smoothly, so as to avoid rainwater and slag from staying on the upper baffle. Cause drainage inconvenience.
本实用新型的具有分流截流功能的雨水口装置具体工作过程为:The specific working process of the gully device with diverting and intercepting functions of the utility model is as follows:
第一阶段:未下雨时,所述上盖板18没有盖住所述中挡板4上对应的排水孔口7,所述封堵板25完全封堵住对应第一上隔板11或第二上隔板28底部的缺口。The first stage: when it is not raining, the upper cover plate 18 does not cover the corresponding drain hole 7 on the middle baffle plate 4, and the blocking plate 25 completely blocks the corresponding first upper partition plate 11 or The gap at the bottom of the second upper partition 28 .
第二阶段:当下雨时,雨水从道路和人行道漫流流向本装置,首先通过所述井盖2进入本装置,该井盖2能对雨水中携带的大尺寸的渣土进行初步拦截,拦渣后的雨水进入所述井室1内,该雨水首先进入所述过水室5,并由所述的上挡板3上的所述流水口8流入所述井室1中部的第一个所述子分流室12内,进入第一个所述子分流室12前首先流过所述沉渣孔口9,雨水中的渣土落入所述的沉渣斗10中,少部分雨水通过第一个所述充水管22流入第一个所述充水箱23内,对所述充水箱23进行充水,同时第一个所述充水箱23内的雨水通过第一个所述泄水滴管24采用滴水泄水的方式排入第一个所述子截流室14对应的所述截流管15内,并最后排入对应的市政雨水截流管道中;大部分雨水通过所述中挡板4上的第一个所述排水孔口7排入第一个所述子截流室14内,并最后通过第一个所述子截流室14对应的所述截流管15排入对应的市政雨水截流管道中。由于通过第一个所述充水管22向第一个所述充水箱23充入的水量大于第一个所述泄水滴管24的滴水泄水量,因此第一个所述充水箱23慢慢被充满,在此过程中其通过自身重力作用拉动第一个所述下弹簧19进而带动第一个所述上盖板18和第一个所述下盖板21向下运动,使得第一个所述上盖板18盖住第一个所述排水孔口7,同时第一个所述下盖板21又带动第一个所述拉动件20拉动第一个所述封堵板25向下运动直至穿过所述中挡板4上的第一个所述让位口26,使得第一个所述第二上隔板28下端的缺口逐渐被完全打开;当累计降雨量达到设定值时,第一个所述充水箱23充满雨水,此时第一个所述封堵板25的上端不低于所述中挡板4的下表面。The second stage: when it rains, the rainwater flows from the road and sidewalk to the device, and first enters the device through the manhole cover 2. The manhole cover 2 can initially intercept the large-sized slag carried in the rainwater. Rainwater enters the well chamber 1, and the rainwater first enters the water passage chamber 5, and flows into the first sub-section in the middle of the well chamber 1 through the water outlet 8 on the upper baffle plate 3. In the diversion chamber 12, before entering the first sub-distribution chamber 12, it first flows through the sediment orifice 9, and the slag in the rainwater falls into the sediment bucket 10, and a small part of the rainwater passes through the first said sediment hopper. The water-filling pipe 22 flows into the first described water-filling tank 23, and the described water-filling tank 23 is filled with water. into the corresponding interception pipe 15 of the first sub-interception chamber 14 in the manner of the first sub-interception chamber 14, and finally discharged into the corresponding municipal rainwater interception pipe; The drainage orifice 7 is discharged into the first sub-interceptor chamber 14, and finally discharged into the corresponding municipal rainwater interception pipe through the interceptor pipe 15 corresponding to the first sub-interceptor chamber 14. Owing to the first described water-filling pipe 22 fills into the first described water-filling tank 23 by the amount of water dripping and draining more than the first described water-filling drip tube 24, so the first described water-filling tank 23 is slowly drained. In this process, it pulls the first lower spring 19 through its own gravity to drive the first upper cover 18 and the first lower cover 21 to move downward, so that the first The upper cover 18 covers the first drainage hole 7, and at the same time, the first lower cover 21 drives the first pulling member 20 to pull the first blocking plate 25 to move downward. Until passing through the first said relief opening 26 on the middle baffle plate 4, the gap at the lower end of the first said second upper partition 28 is gradually fully opened; when the cumulative rainfall reaches the set value , the first said water-filled tank 23 is filled with rainwater, and at this moment, the upper end of the first said blocking plate 25 is not lower than the lower surface of said middle baffle plate 4 .
第三阶段:此时,第一个所述充水箱23仍有较少部分雨水通过第一个所述充水管22充水和通过第一个所述泄水滴管24泄水,但进出总雨水量已趋平衡,第一个所述充水箱23保持充满状态,而大部分的雨水不再通过所述中挡板4上的第一个所述排水孔口7进入第一个所述子截流室14,而是通过已经打开的第一个所述第二上隔板28下端的缺口进入第二个所述子分流室12,在该子分流室中也进行着类似于上述第一个所述子分流室12中雨水的运行情况,即大部分雨水通过第二个所述排水孔口7排入第二个所述子截流室14,并最后通过第二个所述截流管15排入对应的市政雨水截流管道中。由于通过第二个所述充水管22向第二个所述充水箱23充入的水量大于第二个所述泄水滴管24的滴水泄水量,因此第二个所述充水箱23慢慢被充满,在此过程中第二个所述充水箱23充满雨水,此时其通过自身重力作用拉动第二个所述下弹簧19进而带动第二个所述上盖板18和第二个所述下盖板21向下运动,使得第二个所述上盖板18盖住第二个所述排水孔口7,同时第二个所述下盖板21又带动第二个所述拉动件20拉动第二个所述封堵板25向下运动直至穿过所述中挡板4的第二个所述让位口26,使得第二个所述第二上隔板28下端的缺口逐渐被完全打开;当累计降雨量达到设定值时,第二个所述充水箱23充满雨水,此时第二个所述封堵板25的上端不低于所述中挡板4的下表面。The third stage: at this time, the first described water filling tank 23 still has a small part of rainwater filled with water through the first described water filling pipe 22 and drained through the first described drain dripper 24, but the total rainwater in and out The amount has tended to be balanced, the first said water-filled tank 23 remains full, and most of the rainwater no longer enters the first said sub-interceptor through the first said drain hole 7 on the said middle baffle plate 4 chamber 14, but enters the second said sub-distributing chamber 12 through the gap at the lower end of the first said second upper dividing plate 28 that has been opened, and also carries out in this sub-distributing chamber similar to the above-mentioned first one. The running situation of the rainwater in the sub-distributing chamber 12, that is, most of the rainwater is discharged into the second sub-blocking chamber 14 through the second said drainage orifice 7, and finally discharged into the second said sub-blocking chamber 15 through the second said intercepting pipe 15. Corresponding municipal rainwater interception pipes. Because the water quantity filled into the second water tank 23 by the second water filling pipe 22 is greater than the drip discharge of the second water discharge dropper 24, the second water tank 23 is slowly drained. In this process, the second said water-filling tank 23 is full of rainwater. At this time, it pulls the second said lower spring 19 through its own gravity to drive the second said upper cover plate 18 and the second said said upper cover plate 18. The lower cover 21 moves downward, so that the second upper cover 18 covers the second drainage hole 7, and at the same time, the second lower cover 21 drives the second pulling member 20 Pull the second said blocking plate 25 to move downward until passing through the second said relief opening 26 of said middle baffle plate 4, so that the gap at the lower end of the second said second upper partition 28 is gradually closed. Fully open; when the cumulative rainfall reaches the set value, the second said water-filled tank 23 is full of rainwater, and the upper end of the second said blocking plate 25 is not lower than the lower surface of the middle baffle plate 4 at this moment.
第四阶段:此时,第一个所述充水箱23和第二个所述充水箱23仍有较少部分雨水分别通过第一个所述充水管22和第二个所述充水管22充水,分别通过第一个所述泄水滴管24和第二个所述泄水滴管24泄水,但进出总雨水量已趋平衡,第一个所述充水箱23和第二个所述充水箱23保持充满状态,而大部分的雨水不再通过所述中挡板4上的第一个所述排水孔口7和第二个所述排水孔口7分别进入第一个所述子截流室14和第二个所述子截流室14内,而是依次通过已经完全打开的第一个所述第二上隔板28、第二个所述第二上隔板28下端的缺口进入第三个所述子分流室12内,在该子分流室中也进行着类似于上述第一个、第二个所述子分流室12中雨水的运行情况,即大部分雨水通过第三个所述排水孔口7排入第三个所述截流室14,并最后通过第三个所述子截流室14对应的所述截流管15排入对应的市政雨水截流管道中。由于通过第三个所述充水管22向第三个所述充水箱23充入的水量大于第三个所述泄水滴管24的滴水泄水量,因此第三个所述充水箱23慢慢被充满,在此过程中第三个所述充水箱23充满雨水,此时其通过自身重力作用拉动第三个所述下弹簧19进而带动第三个所述上盖板18和第三个所述下盖板21向下运动,使得第三个所述上盖板18盖住第三个所述排水孔口7,同时第三个所述下盖板21又带动第三个所述拉动件20拉动第三个所述封堵板25向下运动直至穿过所述中挡板4的第三个所述让位口26,使得第三个所述第一上隔板11下端的缺口逐渐被完全打开;当累计降雨量达到设定值时,第三个所述充水箱23充满雨水,此时第三个所述封堵板25的上端不低于所述中挡板4的下表面。此时,第一个所述充水箱23、第二个所述充水箱23和第三个所述充水箱23仍有较少部分雨水分别通过第一个所述充水管22、第二个所述充水管22和第三个所述充水管22充水,同时分别通过第一个所述泄水滴管24、第二个所述泄水滴管24和第三个所述泄水滴管24泄水,但进出总雨水量已趋平衡,第一个所述充水箱23、第二个所述充水箱23和第三个所述充水箱23保持充满状态,而大部分的雨水不再通过所述中挡板4上的第一个所述排水孔口7、第二个所述排水孔口7和第三个所述排水孔口7分别进入第一个所述子截流室14、第二个所述子截流室14和第三个所述子截流室14内,而是依次通过已经打开的第一个所述第二上隔板28、第二个所述第二上隔板28和所述第一上隔板11下端的缺口进入排水室6内,在该排水室6中雨水通过所述排水管27排入对应的市政雨水管道中。The fourth stage: At this time, the first said water-filled tank 23 and the second said water-filled tank 23 still have a small part of rainwater to be filled through the first said water-filled pipe 22 and the second said water-filled pipe 22 respectively. The water is drained through the first said drain dripper 24 and the second said drain dripper 24 respectively, but the total amount of rainwater in and out has been balanced, and the first said water filling tank 23 and the second said filling tank The water tank 23 remains full, and most of the rainwater no longer enters the first sub-interceptor through the first drain hole 7 and the second drain hole 7 on the middle baffle 4 chamber 14 and the second sub-blocking chamber 14, but enter the first second upper partition 28 through the gap at the lower end of the second upper partition 28 that has been fully opened in sequence. In the three sub-distribution chambers 12, in the sub-distribution chambers, the operation of rainwater similar to the first and second sub-distribution chambers 12 is also carried out, that is, most of the rainwater passes through the third sub-distribution chamber. The drainage orifice 7 is discharged into the third interception chamber 14, and finally discharged into the corresponding municipal rainwater interception pipe through the interception pipe 15 corresponding to the third sub-interception chamber 14. Because the water quantity filled into the third said water-filled tank 23 by the third said water-filled pipe 22 is greater than the dripping discharge of the third said drain dropper 24, so the third said water-filled tank 23 is slowly being drained. In this process, the third said water-filling tank 23 is full of rainwater. At this time, it pulls the third said lower spring 19 through its own gravity to drive the third said upper cover plate 18 and the third said said upper cover plate 18. The lower cover 21 moves downward, so that the third upper cover 18 covers the third drainage hole 7, and the third lower cover 21 drives the third pulling member 20 Pull the third said blocking plate 25 to move downward until passing through the third said relief opening 26 of said middle baffle plate 4, so that the gap at the lower end of the third said first upper partition 11 is gradually closed. Fully open; when the accumulated rainfall reaches the set value, the third said water-filled tank 23 is full of rainwater, and now the upper end of the third said blocking plate 25 is not lower than the lower surface of the middle baffle plate 4 . Now, the first described water-filled tank 23, the second described water-filled tank 23 and the third described water-filled tank 23 still have less part rainwater to pass through the first described water-filled pipe 22 and the second described water-filled pipe 22 respectively. The water-filling pipe 22 and the third said water-filling pipe 22 are filled with water, and the water is drained through the first said drain dripper 24, the second said drain dripper 24 and the third said drain dripper 24 respectively simultaneously. , but the total amount of rainwater in and out has been balanced, the first said water-filled tank 23, the second said water-filled tank 23 and the third said water-filled tank 23 remain full, and most of the rainwater no longer passes through said The first said drain hole 7 on the middle baffle 4, the second said drain hole 7 and the third said drain hole 7 enter the first said sub-block chamber 14, the second said drain hole 7 respectively. The sub-blocking chamber 14 and the third sub-blocking chamber 14 pass through the first said second upper partition 28, the second said second upper partition 28 and the opened one in turn. The gap at the lower end of the first upper partition 11 enters the drainage chamber 6, and in the drainage chamber 6, the rainwater is discharged into the corresponding municipal rainwater pipe through the drainage pipe 27.
第五阶段:雨停后,第一个所述充水管22、第二个所述充水管22和第三个所述充水管22不再分别对第一个所述充水箱23、第二个所述充水箱23和第三个所述充水箱23进行充水,而第一个所述泄水滴管24、第二个所述泄水滴管24和第三个所述泄水滴管24继续泄水,并分别将第一个所述充水箱23、第二个所述充水箱23和第三个所述充水箱23内的水逐渐排空,在此过程中,第一个所述上弹簧17、第二个所述上弹簧17、第三个所述上弹簧17因恢复性拉力作用而向上复原,在此过程中分别拉动第一个所述上盖板18和第一个所述下盖板21、第二个所述上盖板18和第二个所述下盖板21、第三个所述上盖板18和第三个所述下盖板21向上运动,同时,第一个所述上盖板18、第二个所述上盖板18和第三个所述上盖板18分别逐步打开相应的第一个所述排水孔口7、第二个所述排水孔口7和第三个所述排水孔口7,第一个所述下盖板21、第二个所述下盖板21和第三个所述下盖板21又分别带动第一个所述拉动件20、第二个所述拉动件20和第三个所述拉动件20向上运动,进而分别拉动所第一个所述封堵板25、第二个所述封堵板25和第三个所述封堵板25向上运动直至分别穿过所述中挡板4的第一个所述让位口26、第二个所述让位口26和第三个所述让位口26,使得第一个所述第二上隔板28、第二个所述第二上隔板28和所述第一上隔板11下端的缺口逐渐被完全挡住。通过上述过程实现本装置自动分类截流雨水。另外,雨停后,可打开所述井盖2对所述沉渣斗10中的渣土进行清理。The fifth stage: after the rain stops, the first said water-filled pipe 22, the second said water-filled pipe 22 and the third said water-filled pipe 22 are no longer to the first said water-filled tank 23, the second said water-filled pipe 22 respectively. The water filling tank 23 and the third said water filling tank 23 are filled with water, while the first said drain drip tube 24, the second said drain drip tube 24 and the third said drain drip tube 24 continue to drain. water, and gradually empty the water in the first said water filling tank 23, the second said water filling tank 23 and the third said water filling tank 23 respectively, in the process, the first said upper spring 17. The second upper spring 17 and the third upper spring 17 are restored upward due to the action of the restorative tension, and during this process, the first upper cover 18 and the first lower cover are respectively pulled. The cover plate 21, the second upper cover plate 18 and the second lower cover plate 21, the third upper cover plate 18 and the third lower cover plate 21 move upwards, and at the same time, the first The first upper cover plate 18, the second upper cover plate 18 and the third upper cover plate 18 gradually open the corresponding first drain hole 7 and the second drain hole respectively. 7 and the third drain hole 7, the first said lower cover plate 21, the second said lower cover plate 21 and the third said lower cover plate 21 respectively drive the first said pulling 20, the second said pulling member 20 and the third said pulling member 20 move upwards, and then respectively pull the first said blocking plate 25, said second said blocking plate 25 and the third The blocking plate 25 moves upward until passing through the first, second, and third relief openings 26, 26, and third relief openings 26 of the middle baffle plate 4, so that The first said second upper partition 28 , the second said second upper partition 28 and the gaps at the lower ends of said first upper partition 11 are gradually completely blocked. Through the above process, the device can automatically classify and intercept rainwater. In addition, after the rain stops, the manhole cover 2 can be opened to clean up the muck in the sediment bucket 10 .
以上所述仅为本实用新型的较佳实施例,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、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 above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in this utility model. within the scope of protection of utility models.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721479056.5U CN207776066U (en) | 2017-11-08 | 2017-11-08 | It is a kind of that there is the gutter inlet device for shunting function of shutting off |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721479056.5U CN207776066U (en) | 2017-11-08 | 2017-11-08 | It is a kind of that there is the gutter inlet device for shunting function of shutting off |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207776066U true CN207776066U (en) | 2018-08-28 |
Family
ID=63233158
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721479056.5U Expired - Fee Related CN207776066U (en) | 2017-11-08 | 2017-11-08 | It is a kind of that there is the gutter inlet device for shunting function of shutting off |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207776066U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115522616A (en) * | 2022-10-09 | 2022-12-27 | 武汉市政工程设计研究院有限责任公司 | Gutter inlet device with rainwater classification and interception functions |
-
2017
- 2017-11-08 CN CN201721479056.5U patent/CN207776066U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115522616A (en) * | 2022-10-09 | 2022-12-27 | 武汉市政工程设计研究院有限责任公司 | Gutter inlet device with rainwater classification and interception functions |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108842896B (en) | Shunting and regulating type gully device with pretreatment function | |
| CN106522345B (en) | Automatic formula inlet for stom water device of damming of first rain | |
| US10508394B1 (en) | Device for vehicle hindrance and rainwater treatment and system comprising the same | |
| CN102995701B (en) | A water source system device for slope runoff collection, storage, filtration and irrigation | |
| CN107806166B (en) | Gutter inlet device with flow dividing and intercepting functions | |
| CN112878127B (en) | Pavement structure capable of permeating water, storing water and draining water | |
| CN110792154B (en) | A classified interception type rainwater inlet device with pre-treatment function | |
| CN104141346A (en) | Combined type rainwater infiltration tree pool | |
| CN210395091U (en) | Rainwater collecting and using system for elevated road | |
| CN114045915A (en) | A shut-off system with flushing function for rainwater and sewage sediments in the pipe network | |
| CN205637036U (en) | Urban street rainwater is collected to abandon to flow through and is strained storage leakage system | |
| CN102747775A (en) | Initial rainwater source catch basin | |
| CN207776066U (en) | It is a kind of that there is the gutter inlet device for shunting function of shutting off | |
| CN104878823A (en) | Combined pipeline initial rainwater interception, storage and drainage system and storage and drainage method | |
| CN209494027U (en) | A kind of rain dirt separation structures | |
| CN213805770U (en) | Full-automatic hydrocone type initial stage rainwater is collected and processing system | |
| CN205662974U (en) | Environmental rainwater branch matter collection in hillock district holds system | |
| CN222375554U (en) | Automatic sprinkling irrigation device utilizing overpass rainwater | |
| CN202577560U (en) | Powerless automatic turning type anti-blockage gutter inlet | |
| CN111255042A (en) | Ecological tree pool with floater for automatically controlling initial rainwater drainage and working method | |
| CN111456209A (en) | Three-stage interception well and its control method | |
| CN212561813U (en) | High-efficiency sewage intercepting gutter inlet | |
| CN211312794U (en) | Categorised formula inlet for stom water device of damming with preprocessing function | |
| CN116770951A (en) | A rainwater drainage system that prevents backflow | |
| CN116356930A (en) | Split-type rainwater outlet |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180828 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |