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1. 发明申请

WO2023077552A1 一种基坑围护及土方开挖的施工方法审中-公开
公开(公告)号：WO2023077552A1
公开(公告)日：2023-05-11
申请号：PCT/CN2021/130514
申请日：2021-11-15
申请人：浙江乔兴建设集团有限公司
发明人：鲍佳佳 , 段海涛 , 莫国军 , 刘启龙 , 马根宝
IPC分类号： E02D17/04 , E02D17/18 , E02D19/10 , E03F5/04 , E03F5/10 , E02D5/28 , E02D5/04
摘要：一种基坑围护及土方开挖的施工方法，包括以下步骤：施工图纸设计及图纸会审，施工现场准备，设置支撑围护，设置排水措施，进行土方开挖，浇筑垫层、底板和传力带，拆除支撑，完成地下室结构施工，土方回填，拔桩后注浆；通过坑内地基加固措施，且及时抽去基坑积水，使得整体挖坑过程中，基坑具有更好的稳定性，同时开挖由上而下分段分层、依次进行，合理控制坡度，避免切割坡脚防治边坡失稳，具有更好的安全性。

2. 发明申请

WO2023035644A1 因应气候变迁水资源调适系统的高强度道路审中-公开
公开(公告)号：WO2023035644A1
公开(公告)日：2023-03-16
申请号：PCT/CN2022/091725
申请日：2022-05-09
申请人：陈瑞文
发明人：陈瑞文 CHEN, Jui-Wen
IPC分类号： E03F5/10 , E03B3/02
摘要：一种因应气候变迁水资源调适系统的高强度道路，设有中空单元体的结构系统模板经混凝土浆灌注凝固结合成地下结构空间，于地下结构空间上方铺设为道路或铺面而成，中空单元体至少设有一片结构模板及多个侧板结合而成；模板上表面设有板片，于板片上设有透孔及至少一通管，当结构系统模板与侧板结合铺设后灌注混凝土浆，凝固后形成具有高支撑性强度的地下结构空间；借此，取代如传统道路的排水沟及水沟盖等排水系统基础建设，并利用道路预留孔或钻孔洞或透水铺面或由路旁抽排水孔下导雨水后储存于地下空间的储水与排水系统，有效的储水防范区域性积水，提供更大的排水空间系统，不设置排水沟时则能规划出使道路变得更宽、更安全美观的都市更新容貌，同时作为水资源调适的最佳方法，能防止传统排水沟蚊虫孳生及恶臭，彻底改善传统道路建设带来的环境污染与灾害等。

3. 发明申请

WO2022008969A1 GRAVITY SEWER DEVICE - SELF-FLUSHING INVERTED SIPHONS, METHOD OF OVERCOMING WATERCOURSES OR SIMILAR UNDERGROUND OBSTACLES AND USE OF THIS DEVICE 审中-公开
公开(公告)号：WO2022008969A1
公开(公告)日：2022-01-13
申请号：PCT/IB2021/000437
申请日：2021-07-07
申请人： WATER DESIGN GROUP LTD
发明人： SEMERÁD, Petr
IPC分类号： E03F3/02 , E03F5/10 , E03F5/20 , E03F5/106 , E03F5/108 , E03F9/007
摘要： The invention relates to a gravity sewer device comprising a self-flushing weir forming a section of gravity sewer that crosses under a watercourse or similar underground obstruction. A self-flushing weir according to the present invention forming a section of gravity sewer which crosses under a watercourse or similar underground obstruction is shown graphically in Figure 2 and compared with the conventional weir design in Figure 1, comprising one or more inlet chambers 9 connected to a (downstream) descending leg 12 of the sewer pipe, a crossing 13, an (upstream) ascensing leg 14 of the sewer pipe and an outlet shaft 7, wherein an automatic flushing bell 17 or 20 is located in the inlet chamber 9. The automatic flushing bell 17 (alternatively in embodiment 20), which includes a siphon conduit 15 and a siphon conduit 16 deaeration, provides a periodic alternation of two phases, accumulation and overflow, wherein the water level in the accumulation inlet chamber 9 varies between HI and H2, the filling rate (or flow rate) is Q(0), and the overflow rate (or flow rate) is Q(l). The level difference H2-H1 is the driving energy of the overflow, it has to be chosen with respect to the length of the header and the local resistances on the pipe so that the effective velocity v(ef) does not fall below 1.0 m.s-1, an indicative value for the correlation calculation can be considered H2-H1=0.5 m.

4. 发明申请

WO2021224292A1 METHOD FOR OPERATING A SEWER NETWORK SYSTEM 审中-公开
公开(公告)号：WO2021224292A1
公开(公告)日：2021-11-11
申请号：PCT/EP2021/061776
申请日：2021-05-05
申请人： RTC4WATER S.À R.L.
发明人： CORNELISSEN, Alex , SCHUTZ, Georges
IPC分类号： E03F1/00 , E03F3/06 , E03F5/10 , C02F3/00 , G01F23/22 , G01N33/18 , G05B13/04 , G06F30/20
摘要： The invention relates to a computer implemented method for operating a sewer network system comprising a wastewater treatment plant, WWTP, (12) a plurality of combined sewer overflow, CSO, units (16) having one or more basins (16.1), a plurality of actuators (16.5) for influencing wastewater flow through said sewer network. The method implements a wet weather control strategy wherein, for at least some CSO units, respective contamination index is estimated, which represents the current pollutant load at each of the CSO units based on: - the wastewater inflow; - drinking water consumption information in a target zone of a water supply network; - state information representative of a current state of parts of said sewer network corresponding to said target zone of water supply network, in particular linked to and/or geographically adjacent to the latter; and sewage information relating to sewage generated by users connected to the sewer network system, in particular based on a sewage generation model; determining, at a network control unit, set pointset-points for said actuators based on the contamination indexes associated with said CSO units.

5. 发明申请

WO2020105964A1 하수관거 제어시스템 审中-公开
公开(公告)号：WO2020105964A1
公开(公告)日：2020-05-28
申请号：PCT/KR2019/015599
申请日：2019-11-15
申请人： (주)한국하수정보시스템
发明人： 김기현
IPC分类号： E03F5/10
摘要： 본 발명은 하수관거 제어시스템에 관한 것이다. 우수토실은 상부 유입구를 통해 하수를 유입하여 차집하고 차집된 하수를 유출구를 통해 유출한다. 유입구용 개폐판은 우수토실의 상부 유입구 쪽에 수평 축을 중심으로 회전 가능하게 결합되는 것으로, 자중에 의해 상부 유입구를 개방하도록 기울어진 상태에서 상부로 유입되는 하수의 양이 증가함에 따라 상부 유입구를 폐쇄하도록 회전하여 중력식으로 작동하거나, 유입구용 액추에이터에 의해 상부 유입구를 개폐하도록 회전한다. 기울기 센서는 유입구용 개폐판의 기울기를 측정한다. 수위 센서는 우수토실의 외부 수위를 측정한다. 컨트롤러는 기울기 센서 및 수위 센서로부터 측정된 정보를 제공받아 유입구용 액추에이터를 제어한다.

6. 发明申请

WO2018018656A1 基于膜分离技术的雨水截污装置审中-公开
公开(公告)号：WO2018018656A1
公开(公告)日：2018-02-01
申请号：PCT/CN2016/094078
申请日：2016-08-09
申请人：深圳朝伟达科技有限公司
发明人：赵龙
IPC分类号： E03F5/10 , E03F5/14 , C02F1/44
CPC分类号： C02F1/44 , E03F5/10 , E03F5/14
摘要：一种基于膜分离技术的雨水截污装置，该雨水截污装置包括截流井、溢流装置、膜分离装置、滤后水贮水池、滤后水控制装置、反冲洗装置。该装置可以有效去除暴雨期的合流污水或雨水溢流带来的面源污染，保护水体清澈透明，最大限度减小污染，可以广泛应用于城市排水、水体保护、水环境修复等，进行水中颗粒物、悬浮物、有机质、重金属等污染物的去除，从而达到水体保护的目的。

7. 发明申请

WO2017196189A1 A STORM WATER FILTER SYSTEM, A COLLAPSIBLE FRAME, A DRAIN PIT AND ASSOCIATED METHODS 审中-公开
标题翻译：风暴水过滤系统，可折叠框架，排水坑和相关方法
公开(公告)号：WO2017196189A1
公开(公告)日：2017-11-16
申请号：PCT/NZ2017/050057
申请日：2017-05-10
申请人： EHL LIMITED
发明人： YEOMAN, Gregory Paul , HANNAH, Michael Morton
IPC分类号： E03F5/20 , E03F5/10 , E03F5/14 , E03F5/04
摘要： A storm water drain pit having a flow control system which, during periods of low flow, maintains the level of liquid in the pit below a first level and, during periods of high flow, maintains the level of liquid above a second level. A first collapsible frame has perforated panels connected together by hinge joints so that the panels may be folded into a flat pack configuration and unfolded to form a frame to surround and support a storm water drain bag. A tubular frame may be formed from by rolling up a perforated sheet into a cylinder of desired diameter, fitting bands to the top and bottom of the cylinder, fixing them to the cylinder and fitting a base. The bands may be flat strips having support brackets provided at intervals projecting away from a flat face of the strip to provide support for the rim of a filter bag. A storm water filter system includes a pit having an inlet and an outlet; a plurality of pit inserts in the form of perforated frames supporting filter bags; a flow distributor which distributes fluid from the inlet into all or selected ones of the plurality of pit inserts; and an outlet for receiving liquid passing through the pit inserts exiting from the pit.
摘要翻译：雨水排放坑具有流量控制系统，该流量控制系统在低流量期间将坑内的液体水平保持在第一水平以下，并且在高流量期间维持水位液体高于第二级。第一可折叠框架具有通过铰链连接在一起的穿孔面板，使得面板可折叠成扁平包装结构并展开以形成围绕并支撑雨水排水袋的框架。管状框架可以通过将多孔板卷成所需直径的圆柱体，将圆柱体安装到圆柱体的顶部和底部，将它们固定到圆柱体并且装配基部而形成。这些带可以是扁平带，其具有从带的平坦表面突出的间隔设置的支撑托架，以为过滤袋的边缘提供支撑。雨水过滤器系统包括具有入口和出口的凹坑; 呈支撑过滤袋的多孔框架形式的多个坑插入件; 流量分配器，其将来自所述入口的流体分配到所述多个坑插入件中的全部或选定的一个中; 以及用于接收通过从坑中排出的坑插入物的液体的出口。

8. 发明申请

WO2017147858A1 二次利用水式浴室称审中-公开
公开(公告)号：WO2017147858A1
公开(公告)日：2017-09-08
申请号：PCT/CN2016/075500
申请日：2016-03-03
申请人：邱琦
发明人：邱琦
IPC分类号： E03C1/12 , E03F5/10 , E03C1/122
CPC分类号： E03C1/12 , E03C1/122 , E03F5/10
摘要：一种二次利用水式浴室，包括地板（3），所述地板（3）包括沐浴区（2）和高度低于所述沐浴区（2）的漏水区（1），还包括设置于所述地板（3）下方的集水箱（6）、污水管（5）和再利用水管（4），所述再利用水管（4）连通至所述集水箱（6），所述漏水区（1）位于所述集水箱（6）上方且连通至所述集水箱（6）。该二次利用水式浴室，在使用时用户踩在地板（3）上的沐浴区（2）进行沐浴，水流经体表流入漏水区（1）并进入集水箱（6）。在地板（3）下方与原有的污水管（5）相互独立还设有再利用水管（4），再利用水管（4）可将集水箱（6）内的水导出，需要拖地、冲马桶时，将再利用水管（4）的水二次利用，减少了水的浪费。

9. 发明申请

WO2016204356A1 친환경 무동력 유량조절장치 审中-公开
标题翻译：环境友好，非供电流量调节装置
公开(公告)号：WO2016204356A1
公开(公告)日：2016-12-22
申请号：PCT/KR2015/011986
申请日：2015-11-09
申请人： 전상훈
发明人： 전상훈
IPC分类号： E03F5/10 , E03F5/14 , E03F7/02
CPC分类号： E03F5/10 , E03F5/14 , E03F7/02
摘要： 본 발명은 친환경 무동력 유량조절장치에 관한 것으로, 물 배출 방향인 개폐판의 타측 저면에 부력체를 마련하여 하수 및 초기우수의 유입 시 협잡물과의 접촉을 피하고, 또한 부력체의 크기를 작게 제작하여도 지렛대의 원리를 이용하여 무거운 개폐판을 원활히 폐쇄시킬 수 있도록 구성되는 한편, 우수토실의 준설을 위한 준설파이프의 직경에 따라 선택적으로 절개판 및 고정판을 오픈시킴으로써, 종래의 메인프레임 전체의 오픈 방식과 달리 개폐 충격에 의한 장치의 손상을 방지할 수 있는 특징이 있다.
摘要翻译：本发明涉及一种环境友好的非动力流量调节装置，通过在开口的一侧底部设置排水方向的排水体，在污水和初始雨水流入时避免与杂质接触和关闭板。此外，环境友好的无动力流量调节装置，即使将浮体的尺寸制造得较小，也能够通过使用杠杆的原理平滑地关闭重的开闭板，能够防止与通过打开整个主框架的常规方法不同，该方法通过根据用于疏浚雨水和土壤的疏浚管的直径选择性地打开切割板和固定板而不同。

10. 发明申请

WO2016163892A1 A COMPACT SEWAGE TREATMENT SYSTEM IN FLUID COMMUNICATION WITH A WATER CLOSET, AND A METHOD THEREOF 审中-公开
标题翻译：一种水封闭式流体通信中的紧凑型污水处理系统及其方法
公开(公告)号：WO2016163892A1
公开(公告)日：2016-10-13
申请号：PCT/NO2016/050065
申请日：2016-04-07
申请人： FRIESTAD, Håkon O.
发明人： FRIESTAD, Håkon O.
IPC分类号： C02F1/44 , C02F3/00 , C02F3/10 , C02F103/00 , C05B15/00 , C05F3/04 , E03D9/02 , E03F5/10
CPC分类号： C05F3/04 , C02F1/048 , C02F1/441 , C02F3/28 , C02F9/00 , C02F11/04 , C02F2001/007 , C02F2103/005 , C02F2303/02 , C05F3/06 , E03F11/00 , Y02A20/216 , Y02A40/207 , Y02A40/208 , Y02P20/145
摘要： A compact sewage treatment system is disclosed. The system comprises a tank with a lid like arrangement floating on top of accumulated liquid from the sewage, whereby the floating lid like arrangement stops odours from leaving the treatment system, and wherein the output of the treatment system is dry substances and/or water.
摘要翻译：公开了一种紧凑的污水处理系统。该系统包括一个具有盖状排列在罐体上的积聚液体的罐体，由此浮起的排水盖装置阻止气味离开处理系统，其中处理系统的输出是干物质和/或水。

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