M267260 八、新型說明： 【新型所屬之技術領域】 …今創作係為-種經設計改良，可大量提相水排水系統之 =續性，對地下水保育、防洪、排沙、建設 且效 新型排水管裝置。 4 1征/、双孤旳 【先前技術】 ㈣雨ΐί，一般為以混凝土或其他材質所預製之u形管 溝以預先規劃之坡降設計，讓雨水流入沿著 二之管溝以重減動，匯集的雨水依高程設計漸次流向 :游主幹官及大排’最後流人河流出海，_輯的目的 洪 >巳。 ^類傳統底層賴式排水f溝設計觀念便在於，儘速將流入 ΐίϊ:水誠至河川出海’㈣免逕流量回堵致生淹水災害； 惟适種傳統排水管溝卻具有諸多缺點。 j先為了將地表降水收集至f溝中，地面構築方式一般均為 Γϋ,水n贿混耻裝地面，關降水流動至 ΐΐΐϊ，再流人管溝，此類固封式地表構築方式卻造成局部 土」、九f3水補注不足’尤其是都市地區，地下水更可能因此造 熱化由於地表土壤含水降低，蒸發效果不彰，也使都市 辦#其ί、，此一管溝系統因排水期間之地形坡降變化、間歇雨量 ΐ、、、1、ί溝附近地表植栽鋪面形式不同，影響管齡統中排水流 ί:二1^含?量、輸沙量，在多數管段均可能產生積沙於泥現 j官理早位經常性清理維護，否則將造成排 通，或蟲蚊滋生等衛生問題。 5 M267260 -..43統’排水逕流量快速向下游累進，因而逕 導::1:統=;:管溝逕流管徑設計容量必須擴大， 以上諸端均為傳統排水管道亟需解決之課題。 【新型内容】 妙ΐί ί，要目的’係在提供一種簡易經濟之新型生能式自 =渗排”形管設計，在管底及管壁預製錐形孔洞，排^中 匯机之雨水可自財漏人這些孔洞，穿 配透水基礎層，流進地層土壤中=粗粒科級 力，讓降雨可滲透保存涵養在大地地‘， 注、管溝魏及逕賴巾之問題。 =4地下水補 律，、ίίίΐίίίΐ增加场含水量，其渗透速率依據達西定 好w值相之土壌’其渗透速率愈高，人渗效果也愈 兩、水補注⑽地下水’也因此可減緩雨《統中之降 雨^集中。人滲雨水射稀釋地下水污染，促進地下水流動， 以更迭地區地下水，符合生態淨化地下水質原理。 if古亡ίΐΐ量增加，將促進蒸發侧，可減緩都市熱島效應； 並有盈於土壌中植物生長狀況及動物活動，有助於大地環之 生物多樣性。 部分雨水滲入地底，可減少留在管溝中的降雨逕流量，減低 ^水宣洩不及致生水災之機會；亦可降低排水管徑設計以撙節建 ，經費，或以相同管徑而有提升排水能力之效果。本創作因此大 為有利於防洪效益及雨排糸統建設之經濟性。 傳統排水管溝常因溝中雨排水流速變化，輸沙能力時而銳 △致使雨水或洪水中夾f的泥沙沈積於溝底，因而大為影響排 水能力，污泥亦產生蟲蚊滋生及惡臭等衛生問題，亟需定期清理 M267260 蒦’耗費地方政府大量人力物力。本創作可輕易經由溝底、溝 孔洞，穿過u形管下方的粗粒料透水層基礎級配，將部分或 王。P積沙隨渗流水排出溝外。達到簡易排沙，並將之回填至管溝 下方的大地地層。 向管外方向擴張的錐形孔洞設計，不但易於管體澆鑄、版模 咸卸等製程，更可避免孔洞排沙時堵塞。 本創作管體上數個滲漏孔洞的設計，將不會對管溝排水摩擦 ^造成具體影響，也不致影響流速及流量；相反的，因為於泥的 減少，更能維持管溝的流暢。M267260 8. Description of the new type: [Technical field to which the new type belongs]… this creation is a kind of improved design that can greatly improve the continuity of the water drainage system, conserving groundwater, preventing floods, discharging sand, constructing new types of drainage管 装置。 Pipe device. 4 1 sign /, double solitary 旳 [previous technology] ㈣ ΐ ΐ 一般, generally a U-shaped pipe trench prefabricated with concrete or other materials is designed with a pre-planned slope drop to allow rainwater to flow along the second pipe trench to reduce The collected rainwater flows gradually according to the elevation design: the main tour official and the big row 'the last flowing river goes to the sea, the purpose of the series is >>. ^ The design concept of the traditional bottom-type Lai-type drainage f ditch is to flow in as soon as possible ΐίΐ: Shuicheng to the river and go to the sea ㈣ ㈣ to prevent runoff from causing flooding; but suitable for traditional drainage ditch has many disadvantages. First, in order to collect surface precipitation into the f trench, the ground construction methods are generally Γϋ, water is used to install the ground, and the precipitation flows to the gutter, and then flows into the pipe trench. This type of solid-sealed surface construction method causes “Local soil” and “Nine F3 water replenishment are insufficient”, especially in urban areas. Groundwater is more likely to be heated because the surface soil water content is reduced and the evaporation effect is not good. This also makes the Metropolitan Office # 其 ί, this pipe trench system due to drainage period The terrain slope change, the intermittent rainfall, ΐ, 1, and ί are different in the form of planting and paving on the surface near the ditch, which affects the drainage flow in the pipe age system. :: 1 ^ content and sediment transport may occur in most pipe sections. Accumulated sand is often cleaned and maintained regularly at an early stage, otherwise it will cause drainage problems, or health problems such as insect and mosquito breeding. 5 M267260-.. 43 system 'Drainage runoff quickly progresses downstream, so the diameter guide :: 1: system = ;: pipe trench runoff The design capacity of the pipe diameter must be expanded, and the above ends are the issues that need to be solved in traditional drainage pipes. . [New content] Miao ΐ ί, the main purpose is to provide a simple and economical new bio-energy type self-seepage drainage tube design, prefabricated conical holes at the bottom of the tube and the wall of the pipe, draining the rainwater of the huihui machine I have leaked these holes through the water, penetrated the permeable base layer, and flowed into the formation soil = coarse-grained force, allowing the rainfall to be permeable and conserved in the earth ', note, pipe trenches, and the problem of towels. = 4 Groundwater replenishment, ίίίΐίίΐ increases the water content of the field, and its percolation rate is based on Darcy's well-defined soil value. 'The higher the percolation rate, the more infiltration effect, the more water recharge and groundwater' can also slow down the rain "Tongzhong The concentration of rainfall ^ is concentrated. Human infiltration rain water spray dilutes groundwater pollution and promotes groundwater flow. Changing groundwater in areas is in line with the principle of ecologically purified groundwater quality. If the amount of ancient death increases, it will promote evaporation and reduce the urban heat island effect; The plant growth conditions and animal activities in the soil moth contribute to the biodiversity of the Earth's ring. Part of the rainwater seeps into the ground, which can reduce the rainfall runoff remaining in the trenches and reduce ^ water declaration. Less chance of causing floods; the design of drainage pipe diameter can also be reduced to save construction costs, or the same pipe diameter has the effect of improving drainage capacity. Therefore, this creation is greatly beneficial to the flood control efficiency and the economy of rain drainage system construction The traditional drainage pipe ditch often changes the drainage speed of rain in the ditch, and the sediment transport capacity is sometimes sharp. As a result, the sediment trapped in the rainwater or floodwater is deposited on the bottom of the ditch, which greatly affects the drainage capacity, and the sludge also produces insects and mosquitoes. Health issues such as breeding and foul odors need to be cleaned regularly. It costs a lot of manpower and material resources of local governments. This creation can easily pass through the bottom of the trench and the holes of the trench through the coarse-grained pervious layer under the u-shaped pipe. Or king. P sediments are discharged out of the ditch with seepage water. Simple sand drainage is achieved and backfilled to the ground stratum below the ditch. The conical hole design that expands outside the tube is not only easy to cast the pipe body, but also salty. The process of unloading and other processes can also avoid clogging when the holes are discharged. The design of several leaking holes in the pipe body will not have a specific impact on the drainage friction of the trench, and it will not affect the flow rate and Amount; the contrary, because of the reduction in mud, better maintain smooth trench.
根據本創作「生態式自然入滲排沙排水U形管」施作排水管 / =可輕紐致生態、人滲、防洪、經濟、排沙等層面效益， 違成敢佳之降水水文管理效果。 【實施方式】 請參閱圖一所示，本創作包含有一（1)排水U形管、一（2)u 形官下方之級層與-⑶在⑽料體練讀形孔洞。 、、曰^主體1·排水u形管部分為一傳統之u形管段，（〇1)管體可由 料或其严材質製造，許多管段以(°2)連結卡榫及⑽ —卡槽相互接續形成_流長之排水溝渠，管溝上覆⑽）管 ίαΐί防雜物及人車掉人溝内，其上設置有（G5)管蓋集水口，以 供地表雨水匯集流入管溝。 管段t落在2·基礎層上，其主要由⑽透水粗粒料級 Ιί ίΐ ’，從3·錐形孔洞流出之水分繼續向下滲漏至⑽ 料Si層在(Q2)連結卡榫及⑽連結卡槽相互 ^成（11)混凝土基礎，提供兩接鄰管段結構 承載，並確保官溝分水高程設計坡降定位。 7 M267260 ，(G1)管體之底部及管麵财若干&錐形孔洞， 出，孔====(22)侧面錐形孔洞’以供溝中“滲流 出11之錐形狄汁防止洞内泥沙阻塞，也易於管體澆鑄製造。 【圖式簡單說明】 第一圖係本創作橫剖面圖。 第二圖係本創作縱剖面圖。 第三圖係本創作俯視圖。 第四圖係本創作仰視圖。 第五圖係本創作前側視圖。 第六圖係本創作右侧視圖。 【主要元件符號說明】 本創作包含一排水U形管，U形管下方之基礎層，與在此U 形管體預製之錐形孔洞 1·排水U形管包含有： (01) 管體 (02) 連結卡榫 (03) 連結卡槽 (04) 管蓋 (05) 管蓋集水口 2.基礎層包含： (11)混凝土基礎 M267260 (12) 透水粗粒料級配層 (13) 大地土壤 3.錐形孔洞包含： (21) 底面錐形孔洞 (22) 側面錐形孔洞According to this creation "Ecological Natural Infiltration and Sediment Drainage U-shaped Pipe", the drainage pipe is used to make ecological, human infiltration, flood control, economic, and sand drainage benefits, which is against the excellent hydrological management effect of precipitation. [Embodiment] Please refer to FIG. 1. This creation includes a (1) drainage U-shaped pipe, a (2) u-shaped layer below the U-shaped official, and-(3) reading shaped holes in the material body. 、 Main body 1 · The drainage u-shaped pipe part is a traditional u-shaped pipe section. (〇1) The pipe body can be made of material or its strict material. Many pipe sections are connected to the tenon and ⑽ by (° 2). A continuous drainage ditch is formed, and the pipe ditch is covered with pipes to prevent debris and people and vehicles from falling into the ditch, and a (G5) pipe cover water collection port is provided for the surface rainwater to flow into the pipe ditch. The pipe section t falls on the 2 · base layer, which is mainly composed of ⑽ water-permeable coarse-grained material grade Ι ΐ ΐ, and the water flowing out from the 3 · conical hole continues to leak down to the material Si layer at the (Q2) connecting tenon and ⑽The connecting grooves form (11) a concrete foundation with each other, providing structural load of two adjacent pipe sections, and ensuring that the Guangou water diversion elevation design slope position is positioned. 7 M267260, (G1) the bottom of the pipe body and the surface of the pipe are several & tapered holes, exit, holes ==== (22) side tapered holes' for the groove to prevent the "outflow of the 11 tapered dice" The silt in the cave is blocked, and it is easy to cast the pipe body. [Simplified illustration of the drawing] The first picture is a cross-section view of the creation. The second picture is a longitudinal section view of the creation. The third picture is a top view of the creation. The fourth picture The bottom view of this work. The fifth view is the front side view of this work. The sixth view is the right view of this work. [Description of the main component symbols] This work includes a drainage U-shaped tube, the base layer below the U-shaped tube, and This U-shaped pipe body prefabricated conical hole 1 · Draining U-shaped pipe contains: (01) pipe body (02) connecting tongue (03) connecting groove (04) pipe cover (05) pipe cover water collecting port 2. The base layer contains: (11) Concrete foundation M267260 (12) Permeable coarse-grained gradation layer (13) Earth soil 3. Conical holes include: (21) Conical holes on the bottom (22) Conical holes on the side