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CN209817036U - Prefabricated drop wells suitable for urban drainage pipe network - Google Patents

Prefabricated drop wells suitable for urban drainage pipe network Download PDF

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Publication number
CN209817036U
CN209817036U CN201920447566.7U CN201920447566U CN209817036U CN 209817036 U CN209817036 U CN 209817036U CN 201920447566 U CN201920447566 U CN 201920447566U CN 209817036 U CN209817036 U CN 209817036U
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China
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well
section
water
drop
energy dissipation
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敖良根
何强
古励
杨弘
陈德玖
吕波
王长文
黄炜曦
陈垚
黄恒粤
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Chongqing Municipal Design And Research Institute Co ltd
Chongqing University
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CHONGQING MUNICIPAL INSTITUTE OF DESIGN
Chongqing University
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Abstract

本实用新型公开了一种适用于城市排水管网的装配式跌水井,包括呈分节段式装配的跌水井本体,跌水井本体包括位于下部的消能段、位于消能段上方的进水段和位于进水段上方的井身上段;消能段、进水段和井身上段之间围成井室,所述井室内设有隔板,所述隔板将所述井室分隔为跌水消能井室和检修井室;所述消能段的底部设有底板,所述消能段上设有位于所述跌水消能井室内的出水孔,所述出水孔的最低点位于所述底板的上方,并在所述出水孔与所述底板之间形成跌水消能区;所述进水段的侧壁上设有至少一个位于所述跌水消能井室内的进水孔;所述跌水井本体的相邻两段之间采用承插口装配结构,所述井室的内壁与所述隔板之间设有用于将所述隔板装配在所述井室内的隔板装配结构。

The utility model discloses an assembled water drop well suitable for urban drainage pipe networks, which comprises a water drop well body which is assembled in sections. Section and the well upper section above the water inlet section; the energy dissipation section, the water inlet section and the upper well upper section are surrounded by a well chamber, and a partition is arranged in the well chamber, and the partition board divides the well chamber into Water drop energy dissipation well chamber and maintenance well chamber; the bottom of the energy dissipation section is provided with a bottom plate, and the energy dissipation section is provided with a water outlet hole located in the water drop energy dissipation well chamber, and the lowest point of the water outlet hole It is located above the bottom plate and forms a drop water energy dissipation area between the water outlet hole and the bottom plate; the side wall of the water inlet section is provided with at least one inlet in the drop water energy dissipation well. Water hole; a socket assembly structure is adopted between two adjacent sections of the drop well body, and a partition for assembling the partition in the well chamber is provided between the inner wall of the well chamber and the partition plate board assembly structure.

Description

适用于城市排水管网的装配式跌水井Prefabricated drop wells suitable for urban drainage pipe network

技术领域technical field

本实用新型属于城市排水构筑物技术领域,具体的为一种适用于城市排水管网的装配式跌水井。The utility model belongs to the technical field of urban drainage structures, in particular to an assembled drop well suitable for urban drainage pipe networks.

背景技术Background technique

市政排水管网大多都是以支管收集,干管输送,检查井相衔接的布置形式。城市排水管道由于地形高差相差大或者支管接入埋设深度过深的主干管时,会出现较大的跌落水头。为了防止管道中水流流速超过冲刷流速,常采用设跌水井的方式,以改善管道的水力条件。《室外排水设计规范》(GB50014-2006)(2016版)中第4.4.1条规定:检查井的位置应该在管道交汇处、转弯处、管径或坡度改变处、跌水处以及直线管段上每隔一定距离处。第4.5.1条规定管道跌水水头为1.0m-2.0m时,宜设跌水井;跌水水头大于2.0m时,应设跌水井。Most of the municipal drainage pipe network is arranged in the form of branch pipe collection, main pipe transportation, and inspection wells. Due to the large difference in terrain elevation or when the branch pipes are connected to the main pipes that are buried too deeply, urban drainage pipes will have a large drop head. In order to prevent the water velocity in the pipeline from exceeding the flushing velocity, a drop well is often used to improve the hydraulic conditions of the pipeline. Article 4.4.1 of "Code for Design of Outdoor Drainage" (GB50014-2006) (2016 Edition) stipulates that the location of the inspection well should be at the intersection of pipelines, at the turn, at the change of pipe diameter or slope, at the drop point, and on the straight pipe section. at certain distances. Article 4.5.1 stipulates that when the water drop head of the pipeline is 1.0m-2.0m, a water drop well should be installed; when the water drop head is greater than 2.0m, a water drop well should be installed.

山地城市地形起伏大,排水管网纵向上存在较多跌水管段,需设置大量跌水井;而传统跌水井采用钢筋混凝土现浇工艺,施工周期长,施工质量受现场施工水平限制,质量参差不齐。根据国务院2016年9月《关于大力发展装配式建筑的指导意见》,力争用10年时间,使装配式建筑占比达到30%;根据住建部2017.03《十三五装配式建筑行动方案》,要求全面推进装配式建筑发展。然而,由于跌水井工艺特点,跌水井整体体积较大,则采用装配式工艺时需考虑运输、吊装便利性,因此,目前市政排水工程建设中尚无装配式的跌水井。The terrain of mountainous cities is undulating, and there are many vertical sections of the drainage pipe network, so a large number of drop wells need to be installed; while the traditional drop wells use reinforced concrete cast-in-place technology, the construction period is long, and the construction quality is limited by the level of on-site construction. together. According to the "Guiding Opinions on Vigorously Developing Prefabricated Buildings" issued by the State Council in September 2016, we will strive to make the proportion of prefabricated buildings reach 30% within 10 years; Fully promote the development of prefabricated buildings. However, due to the characteristics of the drop well process, the overall volume of the drop well is large, and the convenience of transportation and hoisting must be considered when adopting the assembly process. Therefore, there is no prefabricated drop well in the construction of municipal drainage projects.

发明内容Contents of the invention

对于山地城市排水管网而言,道路下污水管网的管径大都小于d800,大部分雨水管线的管径也小于d800,因此,此类跌水井的整体尺寸较小,能够克服运输和吊装等便利性问题。有鉴于此,本实用新型的目的在于提供一种适用于城市排水管网的装配式跌水井。为达到上述目的,本实用新型提供如下技术方案:For the drainage pipe network in mountainous cities, the pipe diameter of the sewage pipe network under the road is mostly smaller than d800, and the pipe diameter of most rainwater pipelines is also smaller than d800. Convenience issue. In view of this, the purpose of the utility model is to provide a prefabricated drop well suitable for urban drainage pipe network. In order to achieve the above object, the utility model provides the following technical solutions:

一种适用于城市排水管网的装配式跌水井,包括呈分节段式装配的跌水井本体,所述跌水井本体包括位于下部的消能段、位于所述消能段上方的进水段和位于所述进水段上方的井身上段;所述消能段、进水段和井身上段之间围成井室,所述井室内设有隔板,所述隔板将所述井室分隔为跌水消能井室和检修井室;An assembled water drop well suitable for urban drainage pipe network, comprising a water drop well body assembled in sections, the water drop well body includes an energy dissipation section located at the lower part, and a water inlet section located above the energy dissipation section and the well upper section above the water inlet section; a well chamber is formed between the energy dissipation section, the water inlet section and the well upper section, and a partition is arranged in the well chamber, and the partition divides the well The chamber is divided into a water drop energy dissipation well chamber and an inspection well chamber;

所述消能段的底部设有底板,所述消能段上设有位于所述跌水消能井室内的出水孔,所述出水孔的最低点位于所述底板的上方,并在所述出水孔与所述底板之间形成跌水消能区;所述进水段的侧壁上设有至少一个位于所述跌水消能井室内的进水孔;The bottom of the energy dissipation section is provided with a bottom plate, and the energy dissipation section is provided with a water outlet hole in the chamber of the falling water energy dissipation well, the lowest point of the water outlet hole is located above the bottom plate, and in the A drop water energy dissipation area is formed between the water outlet hole and the bottom plate; at least one water inlet hole located in the drop water energy dissipation well chamber is provided on the side wall of the water inlet section;

所述跌水井本体的相邻两段之间采用承插口装配结构,所述井室的内壁与所述隔板之间设有用于将所述隔板装配在所述井室内的隔板装配结构。A socket assembly structure is adopted between two adjacent sections of the drop well body, and a partition assembly structure for assembling the partition in the well chamber is provided between the inner wall of the well chamber and the partition plate .

进一步,所述进水段设为至少一段。Further, the water inlet section is configured as at least one section.

进一步,所述消能段(1)与所述进水段(2)之间、相邻两段所述进水段(2)之间和/或所述进水段(2)与所述井身上段(3)之间设有用于调节所述进水孔(11)高程的调节段(28)。Further, between the energy dissipation section (1) and the water inlet section (2), between two adjacent sections of the water inlet section (2) and/or between the water inlet section (2) and the An adjustment section (28) for adjusting the elevation of the water inlet hole (11) is provided between the upper sections (3) of the well.

进一步,所述井身上段的顶部设有顶板;位于所述检修井室上方的所述顶板上设有检修孔,所述井身上段上与所述检修孔对应设有井圈。Further, a top plate is provided on the top of the upper section of the well; a manhole is provided on the top plate above the maintenance well chamber, and a well ring is provided on the upper section of the well corresponding to the manhole.

进一步,所述井圈上安装设有井盖。Further, a manhole cover is installed on the well ring.

进一步,所述隔板上设有用于连通所述跌水消能井室和所述检修井室的检修人孔,所述检修人孔的最低点位于所述出水孔的最低点的上方。Further, an inspection manhole for connecting the falling water energy dissipation well chamber and the inspection well chamber is provided on the partition, and the lowest point of the inspection manhole is located above the lowest point of the water outlet hole.

进一步,所述检修井室内设有隔层板,所述隔层板位于所述检修人孔下方或与所述检修人孔的最低点位置平齐。Furthermore, a partition board is provided in the maintenance well, and the partition board is located below the maintenance manhole or flush with the lowest point of the maintenance manhole.

进一步,所述隔层板与所述底板之间设有高程差,并在所述隔层板与所述底板之间形成工具间,所述隔层板上设有用于运维人员通过的隔层板孔,所述隔层板孔上安装设有密封盖。Further, there is an elevation difference between the partition board and the bottom plate, and a tool room is formed between the partition board and the bottom board, and a partition for operation and maintenance personnel to pass is provided on the partition board. A layer plate hole, a sealing cover is installed on the spacer plate hole.

进一步,所述工具间内设有用于放置工具的垫层。Further, a pad for placing tools is provided in the tool room.

进一步,所述承插口装配结构包括相互配合的承口和插口,所述承口和插口之间设有密封圈。Further, the socket assembly structure includes a socket and a socket that cooperate with each other, and a sealing ring is provided between the socket and the socket.

进一步,所述跌水井本体的相邻两段之间的两个配合面中,其中一个所述配合面上设有凹槽并形成所述承口、另一个所述配合面上设有与所述凹槽配合的凸头并形成所述插口;和/或,Further, among the two mating surfaces between two adjacent sections of the plunger well body, one of the mating surfaces is provided with a groove and forms the socket, and the other mating surface is provided with the socket. a protrusion that fits into said groove and forms said socket; and/or,

所述跌水井本体的相邻两段中,其中一段所述跌水井本体的端部外侧壁上设有环绕一周的限位挡壁,另一段所述跌水井本体上设有与所述限位挡壁配合的插入段,所述限位挡壁的内壁与所述插入段的外壁之间设有麻丝沥青。Among the adjacent two sections of the falling well body, the outer wall of the end of one section of the falling well body is provided with a limit stop wall surrounding a circle, and the other section of the falling well body is provided with a stop wall that is in line with the limiting wall. The insertion section matched with the blocking wall, and hemp asphalt is arranged between the inner wall of the limit blocking wall and the outer wall of the insertion section.

进一步,所述跌水井本体的相邻两段之间分别对应设有连接座,所述连接座内设有连接孔,且当两段所述跌水井本体装配到位后,对应设置的两个所述连接座内的所述连接孔同轴,该两个所述连接座之间设有拉结螺栓固定连接。Further, connecting seats are respectively provided between adjacent two sections of the falling well body, and connecting holes are provided in the connecting seats, and when the two sections of the falling well body are assembled in place, the two correspondingly arranged The connecting holes in the connecting seats are coaxial, and the two connecting seats are fixedly connected by tie bolts.

进一步,所述隔板装配结构包括设置在所述井室内并与所述隔板配合的装配卡槽,所述装配卡槽与所述隔板之间设有密封橡胶。Further, the partition assembly structure includes an assembly slot arranged in the well chamber and matched with the partition, and a sealing rubber is provided between the assembly slot and the partition.

本实用新型的有益效果在于:The beneficial effects of the utility model are:

本实用新型的适用于城市排水管网的装配式跌水井,通过将跌水井本体分为消能段、进水段和井身上段三段,如此,即可在工厂预制后,再将跌水井本体的各段运输至施工现场进行吊装装配,并具有以下优点:The utility model is suitable for the prefabricated water drop well of the urban drainage pipe network. By dividing the body of the water drop well into three sections: the energy dissipation section, the water inlet section and the upper section of the well, the water drop well can be prefabricated in the factory, and then the water drop well Each section of the main body is transported to the construction site for hoisting and assembly, and has the following advantages:

(1)针对山地城市跌水井尺寸较小和排水管网跌水井多的特点,采用装配式工艺,缩短跌水井及排水管网建设周期;(1) In view of the small size of the drop wells and the large number of drop wells in the drainage pipe network in mountainous cities, the assembly process is adopted to shorten the construction period of the drop wells and the drainage pipe network;

(2)改变跌水井传统现浇工艺施工质量差问题,提高管网预制装配率;(2) Change the problem of poor construction quality of the traditional cast-in-place process of the drop well, and improve the prefabrication and assembly rate of the pipe network;

(3)分构件预制,现场拼装,便于运输及吊装;(3) The components are prefabricated and assembled on site, which is convenient for transportation and hoisting;

(4)解决各构件结构稳定性及防渗问题;(4) Solve the structural stability and anti-seepage problems of each component;

(5)利用隔板将跌水井井室分隔为跌水消能井室和检修井室,检修井室为干燥区,改善运维人员工作环境,保障检修安全;(5) Use partitions to separate the water drop well chamber into a water drop energy dissipation well chamber and an inspection well chamber, and the inspection well chamber is a dry area to improve the working environment of operation and maintenance personnel and ensure maintenance safety;

(6)跌水井内设置工具室,保证后期运维配件齐全及配件与构筑物对应性。(6) Set up a tool room in the water well to ensure the completeness of accessories for later operation and maintenance and the correspondence between accessories and structures.

附图说明Description of drawings

为了使本实用新型的目的、技术方案和有益效果更加清楚,本实用新型提供如下附图进行说明:In order to make the purpose, technical solutions and beneficial effects of the utility model clearer, the utility model provides the following drawings for illustration:

图1为本实用新型适用于城市排水管网的装配式跌水井实施例1的结构示意图;Fig. 1 is the structure schematic diagram of embodiment 1 of the assembled type falling well of the utility model applicable to the urban drainage pipe network;

图2为图1的A-A剖视图;Fig. 2 is A-A sectional view of Fig. 1;

图3为本实施例的承插口装配结构的结构示意图;Fig. 3 is a structural schematic diagram of the socket assembly structure of the present embodiment;

图4为本实施例相邻两段之间的螺纹连接结构示意图;Fig. 4 is a schematic diagram of the screw connection structure between two adjacent sections of the present embodiment;

图5为本实用新型适用于城市排水管网的装配式跌水井实施例2的结构示意图,具体的为承插口装配结构中的限位挡壁设置在下方一段时的结构示意图;Fig. 5 is a structural schematic diagram of embodiment 2 of the assembled water drop well suitable for urban drainage pipe network of the present invention, specifically, a structural schematic diagram of when the limit retaining wall in the socket assembly structure is set at the bottom;

图6为承插口装配结构中的限位挡壁设置在上方一段时的结构示意图;Fig. 6 is a structural schematic diagram of when the limit retaining wall in the socket assembly structure is set above for a period of time;

图7为同时设置限位挡壁和凹槽时的结构示意图;Fig. 7 is a structural schematic diagram when a limit stop wall and a groove are set at the same time;

图8为本实用新型适用于城市排水管网的装配式跌水井实施例3的结构示意图。Fig. 8 is a schematic structural view of Embodiment 3 of the prefabricated drop well of the present invention applicable to urban drainage pipe networks.

附图标记说明:Explanation of reference signs:

1-消能段;1a-底板;2-进水段;3-井身上段;3a-顶板;4-隔板;5-跌水消能井室;6-检修井室;6a-爬梯;7-检修孔;8-井圈;9-出水孔;10-跌水消能区;10a-卵石层;11-进水孔;12-检修人孔;13-井盖;14-隔层板;15-工具间;16-隔层板孔;17-密封盖;18-垫层;19-承口;20-插口;21-密封圈;22-限位挡壁;23-麻丝沥青;24-装配卡槽;25-密封橡胶;26-连接座;27-沉孔;28-调节段。1-energy dissipation section; 1a-bottom plate; 2-inlet section; 3-well upper section; 3a-roof; 4-partition; 5-drop water energy dissipation well room; 7-manhole; 8-well ring; 9-outlet hole; 10-drop water energy dissipation area; 10a-pebble layer; 11-water inlet; 12-manhole for maintenance; 13-well cover; 15-tool room; 16-interlayer plate hole; 17-sealing cover; 18-cushion layer; 19-socket; 20-socket; 21-sealing ring; - Assembly card slot; 25 - sealing rubber; 26 - connecting seat; 27 - counterbore; 28 - adjusting section.

具体实施方式Detailed ways

下面结合附图和具体实施例对本实用新型作进一步说明,以使本领域的技术人员可以更好的理解本实用新型并能予以实施,但所举实施例不作为对本实用新型的限定。The utility model will be further described below in conjunction with the accompanying drawings and specific embodiments, so that those skilled in the art can better understand the utility model and implement it, but the examples given are not intended to limit the utility model.

实施例1Example 1

如图1所示,为本实用新型适用于城市排水管网的装配式跌水井实施例1的结构示意图。本实施例的适用于城市排水管网的装配式跌水井,包括呈分节段式装配的跌水井本体,跌水井本体包括位于下部的消能段1、位于消能段1上方的进水段2和位于进水段2上方的井身上段3。消能段1、进水段2和井身上段3之间围成井室,井室内设有隔板4,隔板4将井室分隔为跌水消能井室5和检修井室6。本实施例的消能段1的底部设有底板1a,消能段1上设有位于跌水消能井室5内的出水孔9,出水孔9的最低点位于底板1a的上方,并在出水孔9与底板1a之间形成跌水消能区10,本实施例的跌水消能区10内设有卵石层10a,可实现跌水消能的目的。进水段2的侧壁上设有至少一个位于跌水消能井室5内的进水孔11,本实施例的进水段2的侧壁上设有至少一个位于跌水消能井室5内的进水孔11,本实施例的进水段2的侧壁上设有两个进水孔11,两个进水孔11的轴线相互垂直并分别位于进水段2的两个侧壁上。本实施例的跌水井本体的相邻两段之间采用承插口装配结构,井室的内壁与隔板4之间设有用于将隔板4装配在井室内的隔板装配结构。As shown in FIG. 1 , it is a structural schematic diagram of Embodiment 1 of the prefabricated drop well of the present invention applicable to urban drainage pipe network. The prefabricated water drop well applicable to the urban drainage pipe network of this embodiment includes a water drop well body assembled in sections, the water drop well body includes an energy dissipation section 1 located at the lower part, and a water inlet section located above the energy dissipation section 1 2 and the wellbore section 3 above the water inlet section 2. The energy dissipation section 1, the water inlet section 2 and the well upper section 3 form a well chamber, and the well chamber is provided with a partition 4, which divides the well chamber into a water drop energy dissipation well chamber 5 and an inspection well chamber 6. The bottom of the energy dissipation section 1 of this embodiment is provided with a bottom plate 1a, and the energy dissipation section 1 is provided with a water outlet hole 9 located in the drop water energy dissipation well chamber 5, the lowest point of the water outlet hole 9 is located above the bottom plate 1a, and A falling water energy dissipation zone 10 is formed between the water outlet hole 9 and the bottom plate 1a. In this embodiment, a pebble layer 10a is provided in the falling water energy dissipation zone 10, which can realize the purpose of falling water energy dissipation. The side wall of the water inlet section 2 is provided with at least one water inlet hole 11 located in the drop water energy dissipation well chamber 5, and the side wall of the water inlet section 2 of this embodiment is provided with at least one water inlet hole 11 located in the drop water energy dissipation well chamber 5, the water inlet 11 in the water inlet section 2 of this embodiment is provided with two water inlet holes 11 on the side wall, and the axes of the two water inlet holes 11 are perpendicular to each other and are respectively located on the two sides of the water inlet section 2. on the wall. The socket assembly structure is adopted between two adjacent sections of the plunger well body in this embodiment, and a partition assembly structure for assembling the partition plate 4 in the well chamber is provided between the inner wall of the well chamber and the partition plate 4 .

进一步,进水段2设为至少一段,本实施例的进水段2设为一段,当然,根据实际施工环境需求,如进水管为多条,且进水管之间的高程差较大时,可以分别设置进水段与不同高程的进水管对应。Further, the water inlet section 2 is set as at least one section, and the water inlet section 2 of this embodiment is set as one section. Of course, according to the actual construction environment requirements, if there are multiple water inlet pipes and the elevation difference between the water inlet pipes is large, The water inlet sections can be respectively set to correspond to water inlet pipes of different elevations.

进一步,井身上段3的顶部设有顶板3a;位于检修井室6上方的顶板3a上设有检修孔7,井身上段3上与检修孔7对应设有井圈8,且井圈8上安装设有井盖13。本实施例的井圈8与井身上段3分体设置并分别预制成型,但在某些实施例中,也可以将井圈8与井身上段3一体成型,其原理相当,不再累述。Further, a roof 3a is provided on the top of the upper section 3 of the shaft; a manhole 7 is provided on the roof 3a above the maintenance well chamber 6, and a well collar 8 is provided on the upper section 3 of the shaft corresponding to the manhole 7, and on the well collar 8 The installation is provided with a well cover 13 . In this embodiment, the well collar 8 and the upper section 3 of the well are set separately and prefabricated separately, but in some embodiments, the well collar 8 and the upper section 3 of the well can also be integrally formed, the principle is equivalent and will not be repeated here. .

进一步,隔板4上设有用于连通跌水消能井室5和检修井室6的检修人孔12,检修人孔12的最低点位于出水孔9的最低点的上方。本实施例的检修井室6内设有隔层板14,隔层板14位于检修人孔12下方或与检修人孔12的最低点位置平齐。本实施例的检修井室5的内壁上设有爬梯6a,且位于检修人孔12下方的所述隔板4的两侧壁上也分别设有爬梯6a,便于运维人员进出。Further, the partition plate 4 is provided with a maintenance manhole 12 for connecting the falling water energy dissipation well chamber 5 and the maintenance well chamber 6 , and the lowest point of the maintenance manhole 12 is above the lowest point of the water outlet hole 9 . The maintenance well chamber 6 of this embodiment is provided with a partition board 14 , and the partition board 14 is located below the maintenance manhole 12 or flush with the lowest point of the maintenance manhole 12 . Ladders 6a are provided on the inner wall of the maintenance well chamber 5 in this embodiment, and ladders 6a are also provided on the two side walls of the partition 4 below the maintenance manhole 12 to facilitate the entry and exit of operation and maintenance personnel.

进一步,隔层板14与底板1a之间设有高程差,并在隔层板14与底板1a之间形成工具间15,隔层板14上设有用于运维人员通过的隔层板孔16,隔层板孔16上安装设有密封盖17。本实施例的工具间15内设有用于放置工具的垫层18。通过设置工具间15,保证后期运维配件齐全及配件与构筑物对应性。Further, there is an elevation difference between the partition board 14 and the base plate 1a, and a tool room 15 is formed between the partition board 14 and the bottom board 1a, and the partition board 14 is provided with a partition board hole 16 for operation and maintenance personnel to pass through , A sealing cover 17 is installed on the hole 16 of the interlayer plate. The tool room 15 in this embodiment is provided with a cushion layer 18 for placing tools. By setting up the tool room 15, it is ensured that the accessories for later operation and maintenance are complete and the correspondence between accessories and structures is ensured.

进一步,本实施例的承插口装配结构包括相互配合的承口19和插口20,承口19和插口20之间设有密封圈21。具体的,跌水井本体的相邻两段之间的两个配合面中,其中一个配合面上设有凹槽并形成承口19、另一个配合面上设有与凹槽配合的凸头并形成插口20。本实施例跌水井本体的相邻两段之间的两个配合面中,在位于下方的配合面是上设置凹槽,在位于上方的配合面上设置凸头,并在凹槽和凸头之间安装密封圈21,实现防渗漏的技术目的。Further, the socket assembly structure of this embodiment includes a socket 19 and a socket 20 that cooperate with each other, and a sealing ring 21 is provided between the socket 19 and the socket 20 . Specifically, among the two mating surfaces between two adjacent sections of the drop well body, one of the mating surfaces is provided with a groove and forms a socket 19, and the other mating surface is provided with a protrusion matched with the groove and A socket 20 is formed. In the two mating surfaces between the adjacent two sections of the plunger well body in this embodiment, grooves are arranged on the mating surface located below, a protrusion is arranged on the mating surface located above, and the groove and the protrusion are arranged. Install sealing ring 21 between, realize the technical purpose of anti-leakage.

进一步,跌水井本体的相邻两段之间分别对应设有连接座26,连接座26内设有连接孔,且当两段跌水井本体装配到位后,对应设置的两个连接座26内的连接孔同轴,该两个连接座26之间设有拉结螺栓固定连接。本实施例的连接座26分别设置在消能段1、进水段2和井身上段3之间的对角位置处,能够有效增强连接强度,且连接孔的端部设有沉孔27,拉结螺栓的螺头和螺母分别位于沉孔27内,沉孔内外采用沥青包覆,避免锈蚀。Further, connecting seats 26 are respectively provided between adjacent two sections of the water-falling well body, and connection holes are provided in the connecting seats 26, and when the two-section water-falling well bodies are assembled in place, the correspondingly arranged two connecting seats 26 The connecting holes are coaxial, and a tie bolt is fixedly connected between the two connecting seats 26 . The connecting seats 26 in this embodiment are respectively arranged at the diagonal positions between the energy dissipation section 1, the water inlet section 2 and the upper section 3 of the well, which can effectively enhance the connection strength, and the end of the connecting hole is provided with a counterbore 27, The screw head and the nut of the tie bolt are located in the counterbore 27 respectively, and the inside and outside of the counterbore are coated with asphalt to avoid corrosion.

进一步,本实施例的隔板装配结构包括设置在井室内并与隔板4配合的装配卡槽24,装配卡槽24与隔板4之间设有密封橡胶25。装配卡槽24对应设置在消能段1、进水段2和井身上段3的内壁上,使用时,将隔板4插装在装配卡槽24,并安装密封橡胶25,安装简单方便。Further, the partition assembly structure of this embodiment includes an assembly slot 24 arranged in the well chamber and matched with the partition 4 , and a sealing rubber 25 is provided between the assembly slot 24 and the partition 4 . The assembly slots 24 are correspondingly arranged on the inner walls of the energy dissipation section 1, the water inlet section 2 and the upper shaft section 3. When in use, the partition plate 4 is inserted into the assembly slots 24 and the sealing rubber 25 is installed, which is simple and convenient to install.

本实施例的适用于城市排水管网的装配式跌水井,通过将跌水井本体分为消能段、进水段和井身上段三段,如此,即可在工厂预制后,再将跌水井本体的各段运输至施工现场进行吊装装配,并具有以下优点:The prefabricated water drop well applicable to the urban drainage pipe network of this embodiment divides the water drop well body into three sections: the energy dissipation section, the water inlet section and the top section of the well, so that the water drop well can be prefabricated in the factory Each section of the main body is transported to the construction site for hoisting and assembly, and has the following advantages:

(1)针对山地城市跌水井尺寸较小和排水管网跌水井多的特点,采用装配式工艺,缩短跌水井及排水管网建设周期;(1) In view of the small size of the drop wells and the large number of drop wells in the drainage pipe network in mountainous cities, the assembly process is adopted to shorten the construction period of the drop wells and the drainage pipe network;

(2)改变跌水井传统现浇工艺施工质量差问题,提高管网预制装配率;(2) Change the problem of poor construction quality of the traditional cast-in-place process of the drop well, and improve the prefabrication and assembly rate of the pipe network;

(3)分构件预制,现场拼装,便于运输及吊装;(3) The components are prefabricated and assembled on site, which is convenient for transportation and hoisting;

(4)解决各构件结构稳定性及防渗问题;(4) Solve the structural stability and anti-seepage problems of each component;

(5)利用隔板将跌水井井室分隔为跌水消能井室和检修井室,检修井室为干燥区,改善运维人员工作环境,保障检修安全;(5) Use partitions to separate the water drop well chamber into a water drop energy dissipation well chamber and an inspection well chamber, and the inspection well chamber is a dry area to improve the working environment of operation and maintenance personnel and ensure maintenance safety;

(6)跌水井内设置工具室,保证后期运维配件齐全及配件与构筑物对应性。(6) Set up a tool room in the water well to ensure the completeness of accessories for later operation and maintenance and the correspondence between accessories and structures.

实施例2Example 2

如图1所示,为本实用新型适用于城市排水管网的装配式跌水井实施例1的结构示意图。本实施例的适用于城市排水管网的装配式跌水井,包括呈分节段式装配的跌水井本体,跌水井本体包括位于下部的消能段1、位于消能段1上方的进水段2和位于进水段2上方的井身上段3。消能段1、进水段2和井身上段3之间围成井室,井室内设有隔板4,隔板4将井室分隔为跌水消能井室5和检修井室6。本实施例的消能段1的底部设有底板1a,消能段1上设有位于跌水消能井室5内的出水孔9,出水孔9的最低点位于底板1a的上方,并在出水孔9与底板1a之间形成跌水消能区10,本实施例的跌水消能区10内设有卵石层10a,可实现跌水消能的目的。进水段2的侧壁上设有至少一个位于跌水消能井室5内的进水孔11,本实施例的进水段2的侧壁上设有至少一个位于跌水消能井室5内的进水孔11,本实施例的进水段2的侧壁上设有两个进水孔11,两个进水孔11的轴线相互垂直并分别位于进水段2的两个侧壁上。本实施例的跌水井本体的相邻两段之间采用承插口装配结构,井室的内壁与隔板4之间设有用于将隔板4装配在井室内的隔板装配结构。As shown in FIG. 1 , it is a structural schematic diagram of Embodiment 1 of the prefabricated drop well of the present invention applicable to urban drainage pipe network. The prefabricated water drop well applicable to the urban drainage pipe network of this embodiment includes a water drop well body assembled in sections, the water drop well body includes an energy dissipation section 1 located at the lower part, and a water inlet section located above the energy dissipation section 1 2 and the wellbore section 3 above the water inlet section 2. The energy dissipation section 1, the water inlet section 2 and the well upper section 3 form a well chamber, and the well chamber is provided with a partition 4, which divides the well chamber into a water drop energy dissipation well chamber 5 and an inspection well chamber 6. The bottom of the energy dissipation section 1 of this embodiment is provided with a bottom plate 1a, and the energy dissipation section 1 is provided with a water outlet hole 9 located in the drop water energy dissipation well chamber 5, the lowest point of the water outlet hole 9 is located above the bottom plate 1a, and A falling water energy dissipation zone 10 is formed between the water outlet hole 9 and the bottom plate 1a. In this embodiment, a pebble layer 10a is provided in the falling water energy dissipation zone 10, which can realize the purpose of falling water energy dissipation. The side wall of the water inlet section 2 is provided with at least one water inlet hole 11 located in the drop water energy dissipation well chamber 5, and the side wall of the water inlet section 2 of this embodiment is provided with at least one water inlet hole 11 located in the drop water energy dissipation well chamber 5, the water inlet 11 in the water inlet section 2 of this embodiment is provided with two water inlet holes 11 on the side wall, and the axes of the two water inlet holes 11 are perpendicular to each other and are respectively located on the two sides of the water inlet section 2. on the wall. The socket assembly structure is adopted between two adjacent sections of the plunger well body in this embodiment, and a partition assembly structure for assembling the partition plate 4 in the well chamber is provided between the inner wall of the well chamber and the partition plate 4 .

进一步,本实施例的承插口装配结构包括相互配合的承口19和插口20,承口19和插口20之间设有密封圈21。本实施例的跌水井本体的相邻两段中,其中一段跌水井本体的端部外侧壁上设有环绕一周的限位挡壁22,另一段跌水井本体上设有与限位挡壁22配合的插入段,限位挡壁22的内壁与插入段的外壁之间设有麻丝沥青23。即限位挡壁22形成承口19,插入段形成插口。具体的,跌水井本体的相邻两段中,位于下方的一段的外周壁上设置限位挡壁22,限位挡壁22的上端向上延伸伸出位于下方的一段的端部以外,位于上方的一段直接插入该限位挡壁22内,即可实现承插装配,如图5所示。当然,也可以采用:跌水井本体的相邻两段中,位于上方的一段的外周壁上设置限位挡壁22,限位挡壁22的下端向下延伸伸出位于上方的一段的端部以外,位于下方的一段直接插入该限位挡壁22内,即可实现承插装配,如图6所示。另外,在设有限位挡壁22的同时,也可以在相邻两个配合面之间设置凹槽和凸头,如图7所示,其原理相当,不再累述。Further, the socket assembly structure of this embodiment includes a socket 19 and a socket 20 that cooperate with each other, and a sealing ring 21 is provided between the socket 19 and the socket 20 . Among the adjacent two sections of the water-falling well body in this embodiment, the end outer wall of one of the water-falling well bodies is provided with a limit stop wall 22 surrounding a circle, and the other section of the water-fall well body is provided with a limit stop wall 22 For the mated insertion section, hemp asphalt 23 is arranged between the inner wall of the limit stop wall 22 and the outer wall of the insertion section. That is, the limit stop wall 22 forms the socket 19, and the insertion section forms the socket. Specifically, in the two adjacent sections of the drop well body, a limit stop wall 22 is arranged on the outer peripheral wall of the section below, and the upper end of the limit stop wall 22 extends upward beyond the end of the section below, and is located at the top. One section is directly inserted into the limit retaining wall 22 to realize socket assembly, as shown in FIG. 5 . Of course, it is also possible to adopt: in the two adjacent sections of the drop well body, a limit stop wall 22 is arranged on the outer peripheral wall of the upper section, and the lower end of the limit stop wall 22 extends downward to extend out of the end of the upper section. In addition, the lower section is directly inserted into the limiting retaining wall 22 to realize socket assembly, as shown in FIG. 6 . In addition, while the limit stop wall 22 is provided, a groove and a protrusion can also be provided between two adjacent mating surfaces, as shown in FIG. 7 , the principle is equivalent and will not be repeated here.

本实施例的其他结构与实施例1相同,不再一一累述。Other structures of this embodiment are the same as those of Embodiment 1, and will not be repeated one by one.

实施例3Example 3

如图8所示,为本实用新型适用于城市排水管网的装配式跌水井实施例3的结构示意图。本实施例的本实施例的适用于城市排水管网的装配式跌水井,包括呈分节段式装配的跌水井本体,跌水井本体包括位于下部的消能段1、位于消能段1上方的进水段2和位于进水段2上方的井身上段3。消能段1、进水段2和井身上段3之间围成井室,井室内设有隔板4,隔板4将井室分隔为跌水消能井室5和检修井室6。本实施例的消能段1的底部设有底板1a,消能段1上设有位于跌水消能井室5内的出水孔9,出水孔9的最低点位于底板1a的上方,并在出水孔9与底板1a之间形成跌水消能区10,本实施例的跌水消能区10内设有卵石层10a,可实现跌水消能的目的。进水段2的侧壁上设有至少一个位于跌水消能井室5内的进水孔11,本实施例的进水段2的侧壁上设有至少一个位于跌水消能井室5内的进水孔11,本实施例的进水段2的侧壁上设有两个进水孔11,两个进水孔11的轴线相互垂直并分别位于进水段2的两个侧壁上。本实施例的跌水井本体的相邻两段之间采用承插口装配结构,井室的内壁与隔板4之间设有用于将隔板4装配在井室内的隔板装配结构。As shown in FIG. 8 , it is a structural schematic diagram of Embodiment 3 of the prefabricated drop well of the present invention applicable to urban drainage pipe network. The prefabricated water drop well applicable to the urban drainage pipe network in this embodiment of this embodiment includes the body of the water drop well assembled in sections, the body of the water drop well includes the energy dissipation section 1 at the lower part, and the energy dissipation section 1 above. The water inlet section 2 and the wellbore section 3 above the water inlet section 2. The energy dissipation section 1, the water inlet section 2 and the well upper section 3 form a well chamber, and the well chamber is provided with a partition 4, which divides the well chamber into a water drop energy dissipation well chamber 5 and an inspection well chamber 6. The bottom of the energy dissipation section 1 of this embodiment is provided with a bottom plate 1a, and the energy dissipation section 1 is provided with a water outlet hole 9 located in the drop water energy dissipation well chamber 5, the lowest point of the water outlet hole 9 is located above the bottom plate 1a, and A falling water energy dissipation zone 10 is formed between the water outlet hole 9 and the bottom plate 1a. In this embodiment, a pebble layer 10a is provided in the falling water energy dissipation zone 10, which can realize the purpose of falling water energy dissipation. The side wall of the water inlet section 2 is provided with at least one water inlet hole 11 located in the drop water energy dissipation well chamber 5, and the side wall of the water inlet section 2 of this embodiment is provided with at least one water inlet hole 11 located in the drop water energy dissipation well chamber 5, the water inlet 11 in the water inlet section 2 of this embodiment is provided with two water inlet holes 11 on the side wall, and the axes of the two water inlet holes 11 are perpendicular to each other and are respectively located on the two sides of the water inlet section 2. on the wall. The socket assembly structure is adopted between two adjacent sections of the plunger well body in this embodiment, and a partition assembly structure for assembling the partition plate 4 in the well chamber is provided between the inner wall of the well chamber and the partition plate 4 .

进一步,进水段2设为至少一段,本实施例的进水段2设为一段,当然,根据实际施工环境需求,如进水管为多条,且进水管之间的高程差较大时,可以分别设置进水段与不同高程的进水管对应。Further, the water inlet section 2 is set as at least one section, and the water inlet section 2 of this embodiment is set as one section. Of course, according to the actual construction environment requirements, if there are multiple water inlet pipes and the elevation difference between the water inlet pipes is large, The water inlet sections can be respectively set to correspond to water inlet pipes of different elevations.

进一步,消能段1与进水段2之间、相邻两段进水段2之间和/或所述进水段2与井身上段3之间设有用于调节所述进水孔11高程的调节段28。通过设置调节段28用于调节进水孔11的高程,使进水孔11能够与埋设的进水管的高程匹配,达到更好的装配连接效果。Further, between the energy dissipation section 1 and the water inlet section 2, between two adjacent water inlet sections 2, and/or between the water inlet section 2 and the well upper section 3, there is a device for adjusting the elevation of the water inlet hole 11 Regulating section 28. By setting the adjusting section 28 to adjust the elevation of the water inlet hole 11, the water inlet hole 11 can be matched with the elevation of the buried water inlet pipe to achieve a better assembly and connection effect.

本实施例的其他结构与实施例1相同,不再一一累述。Other structures of this embodiment are the same as those of Embodiment 1, and will not be repeated one by one.

以上所述实施例仅是为充分说明本实用新型而所举的较佳的实施例,本实用新型的保护范围不限于此。本技术领域的技术人员在本实用新型基础上所作的等同替代或变换,均在本实用新型的保护范围之内。本实用新型的保护范围以权利要求书为准。The above-mentioned embodiments are only preferred embodiments for fully illustrating the utility model, and the protection scope of the utility model is not limited thereto. Equivalent substitutions or transformations made by those skilled in the art on the basis of the present utility model are all within the protection scope of the present utility model. The scope of protection of the utility model shall be determined by the claims.

Claims (10)

1.一种适用于城市排水管网的装配式跌水井,其特征在于:包括呈分节段式装配的跌水井本体,所述跌水井本体包括位于下部的消能段(1)、位于所述消能段(1)上方的进水段(2)和位于所述进水段(2)上方的井身上段(3);所述消能段(1)、进水段(2)和井身上段(3)之间围成井室,所述井室内设有隔板(4),所述隔板(4)将所述井室分隔为跌水消能井室(5)和检修井室(6);1. A prefabricated water drop well suitable for urban drainage pipe networks, characterized in that: it includes a water drop well body that is assembled in sections, and the water drop well body includes an energy dissipation section (1) located at the bottom, located at the The water inlet section (2) above the energy dissipation section (1) and the well upper section (3) above the water inlet section (2); the energy dissipation section (1), water inlet section (2) and A well chamber is enclosed between the upper sections (3) of the well, and a partition (4) is arranged in the well chamber, and the partition (4) divides the well chamber into a water drop energy dissipation well chamber (5) and maintenance well chamber (6); 所述消能段(1)的底部设有底板(1a),所述消能段(1)上设有位于所述跌水消能井室(5)内的出水孔(9),所述出水孔(9)的最低点位于所述底板(1a)的上方,并在所述出水孔(9)与所述底板(1a)之间形成跌水消能区(10);所述进水段(2)的侧壁上设有至少一个位于所述跌水消能井室(5)内的进水孔(11);The bottom of the energy dissipation section (1) is provided with a bottom plate (1a), and the energy dissipation section (1) is provided with a water outlet hole (9) located in the falling water energy dissipation well chamber (5). The lowest point of the water outlet hole (9) is located above the bottom plate (1a), and a drop water energy dissipation zone (10) is formed between the water outlet hole (9) and the bottom plate (1a); the water inlet At least one water inlet hole (11) located in the falling water energy dissipation well chamber (5) is provided on the side wall of the section (2); 所述跌水井本体的相邻两段之间采用承插口装配结构,所述井室的内壁与所述隔板(4)之间设有用于将所述隔板(4)装配在所述井室内的隔板装配结构。A socket assembly structure is adopted between two adjacent sections of the drop well body, and a socket is provided between the inner wall of the well chamber and the partition (4) for assembling the partition (4) in the well. Interior clapboard assembly structure. 2.根据权利要求1所述的适用于城市排水管网的装配式跌水井,其特征在于:所述进水段(2)设为至少一段。2. The prefabricated drop well suitable for urban drainage pipe network according to claim 1, characterized in that: the water inlet section (2) is set to at least one section. 3.根据权利要求2所述的适用于城市排水管网的装配式跌水井,其特征在于:所述消能段(1)与所述进水段(2)之间、相邻两段所述进水段(2)之间和/或所述进水段(2)与所述井身上段(3)之间设有用于调节所述进水孔(11)高程的调节段(28)。3. The prefabricated drop well suitable for urban drainage pipe network according to claim 2, characterized in that: between the energy dissipation section (1) and the water inlet section (2), two adjacent sections An adjustment section (28) for adjusting the elevation of the water inlet hole (11) is provided between the water inlet section (2) and/or between the water inlet section (2) and the well upper section (3) . 4.根据权利要求1所述的适用于城市排水管网的装配式跌水井,其特征在于:所述井身上段(3)的顶部设有顶板(3a);位于所述检修井室(6)上方的所述顶板(3a)上设有检修孔(7),所述井身上段(3)上与所述检修孔(7)对应设有井圈(8)。4. The prefabricated drop well suitable for urban drainage pipe network according to claim 1, characterized in that: the top of the well upper section (3) is provided with a top plate (3a); located in the maintenance well chamber (6 ) above the top plate (3a) is provided with a manhole (7), and the upper section of the shaft (3) is provided with a well collar (8) corresponding to the manhole (7). 5.根据权利要求1所述的适用于城市排水管网的装配式跌水井,其特征在于:所述隔板(4)上设有用于连通所述跌水消能井室(5)和所述检修井室(6)的检修人孔(12),所述检修人孔(12)的最低点位于所述出水孔(9)的最低点的上方。5. The prefabricated drop well suitable for urban drainage pipe network according to claim 1, characterized in that: the partition plate (4) is provided with a well chamber (5) for communicating with the drop water energy dissipation well chamber (5) and the The maintenance manhole (12) of the maintenance well chamber (6), the lowest point of the maintenance manhole (12) is located above the lowest point of the water outlet hole (9). 6.根据权利要求5所述的适用于城市排水管网的装配式跌水井,其特征在于:所述检修井室(6)内设有隔层板(14),所述隔层板(14)位于所述检修人孔(12)下方或与所述检修人孔(12)的最低点位置平齐;所述隔层板(14)与所述底板(1a)之间设有高程差,并在所述隔层板(14)与所述底板(1a)之间形成工具间(15),所述隔层板(14)上设有用于运维人员通过的隔层板孔(16),所述隔层板孔(16)上安装设有密封盖(17);所述工具间(15)内设有用于放置工具的垫层(18)。6. The prefabricated drop well suitable for urban drainage pipe network according to claim 5, characterized in that: the maintenance well chamber (6) is provided with an interlayer plate (14), and the interlayer plate (14) ) is located below the maintenance manhole (12) or is flush with the lowest point of the maintenance manhole (12); an elevation difference is provided between the partition plate (14) and the bottom plate (1a), And a tool room (15) is formed between the partition board (14) and the base plate (1a), the partition board (14) is provided with a partition board hole (16) for operation and maintenance personnel to pass through A sealing cover (17) is installed on the interlayer plate hole (16); a cushion (18) for placing tools is arranged in the tool room (15). 7.根据权利要求1-6任一项所述的适用于城市排水管网的装配式跌水井,其特征在于:所述承插口装配结构包括相互配合的承口(19)和插口(20),所述承口(19)和插口(20)之间设有密封圈(21)。7. The assembled drop well suitable for urban drainage pipe network according to any one of claims 1-6, characterized in that: the socket assembly structure includes a socket (19) and a socket (20) that cooperate with each other , a sealing ring (21) is provided between the socket (19) and the socket (20). 8.根据权利要求7所述的适用于城市排水管网的装配式跌水井,其特征在于:所述跌水井本体的相邻两段之间的两个配合面中,其中一个所述配合面上设有凹槽并形成所述承口(19)、另一个所述配合面上设有与所述凹槽配合的凸头并形成所述插口(20);和/或,8. The prefabricated drop well suitable for urban drainage pipe network according to claim 7, characterized in that: among the two matching surfaces between two adjacent sections of the drop well body, one of the matching surfaces A groove is provided on the top to form the socket (19), and the other mating surface is provided with a protrusion that fits with the groove and forms the socket (20); and/or, 所述跌水井本体的相邻两段中,其中一段所述跌水井本体的端部外侧壁上设有环绕一周的限位挡壁(22),另一段所述跌水井本体上设有与所述限位挡壁(22)配合的插入段,所述限位挡壁(22)的内壁与所述插入段的外壁之间设有麻丝沥青(23)。Among the adjacent two sections of the falling well body, the outer wall of the end of the falling well body in one section is provided with a circumscribed stop wall (22), and the other section of the falling well body is provided with a The insertion section matched with the limit stop wall (22), and hemp asphalt (23) is arranged between the inner wall of the limit stop wall (22) and the outer wall of the insertion section. 9.根据权利要求7所述的适用于城市排水管网的装配式跌水井,其特征在于:所述跌水井本体的相邻两段之间分别对应设有连接座(26),所述连接座(26)内设有连接孔,且当两段所述跌水井本体装配到位后,对应设置的两个所述连接座(26)内的所述连接孔同轴,该两个所述连接座(26)之间设有拉结螺栓固定连接。9. The assembled drop well suitable for urban drainage pipe network according to claim 7, characterized in that: connecting seats (26) are respectively provided between adjacent two sections of the drop well body, and the connection A connecting hole is provided in the seat (26), and when the two sections of the falling well body are assembled in place, the connecting holes in the two corresponding connecting seats (26) are coaxial, and the two connecting holes are coaxial. A tie bolt is fixedly connected between the seats (26). 10.根据权利要求1-6任一项所述的适用于城市排水管网的装配式跌水井,其特征在于:所述隔板装配结构包括设置在所述井室内并与所述隔板(4)配合的装配卡槽(24),所述装配卡槽(24)与所述隔板(4)之间设有密封橡胶(25)。10. The prefabricated drop well suitable for urban drainage pipe network according to any one of claims 1-6, characterized in that: the baffle plate assembly structure is arranged in the well chamber and connected with the baffle plate ( 4) A matching assembly card slot (24), a sealing rubber (25) is provided between the assembly card slot (24) and the partition plate (4).
CN201920447566.7U 2019-04-03 2019-04-03 Prefabricated drop wells suitable for urban drainage pipe network Expired - Fee Related CN209817036U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109989469A (en) * 2019-04-03 2019-07-09 重庆市市政设计研究院 Prefabricated drop wells for urban drainage network

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109989469A (en) * 2019-04-03 2019-07-09 重庆市市政设计研究院 Prefabricated drop wells for urban drainage network

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