1357945 九、發明說明： 【發明所屬之技術領域】 本發明係關於串聯立體網狀排水器，尤指一種結構簡易， 方便安裝之排水器，該排水器係由第一本體與第二本體結合組 成，並可被釘設於水泥結構體一側並與洩水管銜接，再填入土 方將排水器覆蓋於擋土牆内侧，就可以接收自山坡地排出之多 餘水分，確保山坡地結構安全，避免土石流者。 【先前技術】 ▲按目前市售排水袋，如本發明人前申請之台灣新型專利申 # 吨第092216725號碎石排水袋，係於本體設導水管，再於導水 管設入口及壁面，壁面設網面，及於導水管之外環圍設阻擋突 緣，再於袋體設網狀面及塑谬布面，塑膠布面設孔，可為前述 導水笞伸没，及袋體設封口元件，使袋體可被填入碎石。雖然 結構簡單，但必須填入碎石，而碎石取得逐漸不易，也因此造 成施工上之困擾。 土此，本發明者，積多年排水器之設計與製造經驗，乃針 τ目則排水器之結構，加以研究，發明本案。 【發明内容】 鲁 I發明之-目的’乃在提供—觀以確保山坡地結構安全 之串聯立體網狀排水II，並得以順利將山坡地之多餘水分排 除防止水分含置過高危害山坡地安全之排水器新發明。 本發明，次-目的，乃在提供一種安裝快速方便之串聯立 、，狀^水器’只需將排水器釘固於水泥結構體之後，就可以 /水g銜接，增大水分排入洩水管之空間，得隨時將山 之多餘水分排除。 本發明之特點有： 本發明之串聯立體網狀排水器，於第一本體，設一個或以 上之斜壁面’利用該斜壁面得以防止填人土方時擊諸水器， 6 1357945 轉保排水器之安裳效果。 本發明之串聯立體網狀排水器，於於第一本體及第二本體 之壁面設複數孔’利用該些孔得為擋土牆内側之山坡地内所富 含之水分滲透通過該些孔後，得以被順利排出。 田 本發明之串聯立體網狀排水器，於第一本體之壁面内侧設 複數抵擋柱，藉以維持第一本體與第二本體結合後所形成之^ 間’方便排水。及第二本體之壁面内側設複數抵擋柱，藉以= 持第二本體與水泥結構體間之空間，方便水分集中並被排出。 本發明之串聯立體網狀排水器，於第一本體及第二本體之 φ 底壁面均設凹槽，以配合洩水管之裝設。 本發明之串聯立體網狀排水器，係於第一本體之側邊壁設 結合孔，方便與第二本體之結合柱結合為一體之排水器叹 【實施方式】 ° 如此，為使貴審查員可充份了解本發明，茲依附圖式解 * 說如下： 如圖1及2所示，為本發明之可實施例，本串聯立體 排水器，並包含： 狀 第一本體1，得設一個或以上之斜壁面丄〇，該斜壁面丄 • 〇得設於最上方之壁面位置；當然也可以於四邊壁均設斜壁面 亦無妨；或不設斜壁面亦無妨，只要於填入土石時，可以防止 -排水器被土石擊落亦可。當然設斜壁面1〇之好處是：當排水 器被釘設於水泥結構體c之外侧面，指位於山坡地一側之位 置，於水泥結構體C完工後，勢必要被填入山坡地土方A (如 圖7所示），於填入土方時，因為有斜壁面1〇之設置，當土 方由上向下填滿時，得以減少土方撞擊排水器之力量，得防止 排水器脫落，是以，設置斜壁面i 〇以上方壁面最理想；但如 刖述，若不設斜壁面，而得以承受土方之撞擊力量，則亦無妨。 又於壁面1 1設複數孔1 1〇，可以為方形；圓形；三角形； 7 1357945 或菱形；· ®與各種幾何形狀，利㈣些“ 2 〇得為位 於擋土牆Β(如圖7所不）内側之山坡地内所富含之水分滲透 通過該些孔後，被順利排入由第一本體2與第二本體2所形成 之空間3。次於壁面1 1内側再設複數抵擋柱丄i i，當第一 本體與第二本體結合時’细該些抵触！ 2 1#抵住接觸或 接近於第二本體之壁面21，藉以維持第一本體工與第二本體 2結合後所形成之空間3(如圖6及7所示），以方便排水。 再於底壁面12设凹槽1 2 〇，以g己合$水管4之裝設。另於 側邊壁13則設結合孔i 3 ◦，利用該結合孔丄3 〇得方便與 第二本體2結合為一體之排水器。 如圖3及4所示’本發明再設第二本體2，係與前述第一 本體1成對稱狀或不對稱狀亦可，方便與前述第—本體1结 合’及設-個或以上之斜壁面2 〇，該斜壁面2 〇得設於最上 方之壁面，但如前第-本體i所述者，當然也可以於四邊壁均 設斜壁面亦無妨；或若不設斜壁面而可以防止填入土石時，被 擊落亦無妨。又於壁面2 1設複數孔2 1 Q，該魏2 1 0之 /可以為方形’圓形，二角形；或菱形；或槪圓形等各種 =形狀，且孔2 1 Q之孔财以大於或等於或小於前述第一 ^1之孔1 1 ◦，當然本實施例係以等與或小於為之，利用 ϋ孔210得使位_土牆B内側之山坡地内所富含之水 該些孔21 〇後，得以順利進入由第二本體2與水 所形成之空間5。次於壁面2 1内側則設複 水;ΐΐϊϊ接近於水泥結構體c之—侧，而於第二本體2與 間形成空間5 (如圖7所示），讓水分得進入 ^ 9 、經洩水管4而排出於外。再於底壁面2 2則設 ，二八棱、$該=槽2 2 0得以配合泡水管4之裝設’且亦有 蛀人q η水官4將水分排出之效果。另於側邊壁2 3則設 π挺2 3 0 ’得與前述第-本體！之結合孔！3 〇結合成- 體之排水器。 明位、此、’要將前述第—本體1與前述第二本體2結合，本發 待^強迫方式為之’主要係先將其中之—本體預歧型，並 人本體被射出成縣冷卻硬化之前，就將第二本體2之結 j 2 3 0與第-本體丄之結合孔i 3 〇強迫結合，就可以形 ^構穩m之排水器（如圖5〜7所示）。且得於排水器之第 本體1及第二本體2設置釘設孔工4、2 4，且如圖7所 I ’就可以方便將排水ϋ釘設於水泥結制c之—側，再利用 第-本體2之底壁面2 2之凹槽2 2 G與&水管4銜接，再填 山坡地之土方a ’以將排水器覆蓋於擋土踏Β之水泥結構體 C之外侧並位於山坡地一侧，就可以接收山坡地排出之水分， 並讓水分先經第-本則之孔i i Q進人第—本體與第 體間所形成之空間3 ’再經第二本體2之孔2丄〇進入由第二 本體2與水泥結構體之空間5，就可以經洩水管4將水八排^ 於山坡地之外側’用以產生排水之效果，確保擋土牆之設置目 的與山坡地安全，並防止土石流者。 【圖式簡單說明】 圖1是本發明第一本體之前視圖。 圖2是圖1之A — A剖視圖。 圖3是為本發明第二本體之前視圖。 圖4是圖3之B — B剖視圖。 圖5是本發明排水器之前視圖。 圖6是圖5之C — C剖視圖。 圖7為本發明排水器之組合視圖。 圖8為本發明運用視圖。 【主要元件符號說明】 孔1 1 0、抵擋柱 13、結合孔13 第一本體1、斜壁面1 0、壁面1 1、 1 1 1、底壁面12、凹槽120、側邊壁 1357945 底壁面 〇、釘設孔1 4 第二本體2、斜壁面2 0、壁面21、孔2l〇 2 2、凹槽2 2 0、側邊壁2 3、結合柱2 3 0、釘設孔2 4 水空間5、山坡地土方Α、擔土牆Β、1357945 IX. Description of the invention: [Technical field of the invention] The present invention relates to a serial three-dimensional mesh drainer, and more particularly to a drainer which is simple in structure and convenient to install, and the drainer is composed of a first body and a second body. It can be nailed to one side of the cement structure and connected with the drain pipe. Then fill the earth and cover the inside of the retaining wall with the drainer, then it can receive the excess water discharged from the hillside to ensure the safety of the hillside structure and avoid Earth and stone flow. [Prior Art] ▲ According to the current commercially available drainage bag, as the inventor of the present invention applied for the Taiwan New Patent Application #吨092212725 gravel drainage bag, the main body is provided with a water pipe, and then the inlet and the wall of the water pipe are provided, and the wall surface is provided. The mesh surface and the outer flange of the water conduit are provided with a blocking flange, and then the mesh surface and the plastic cloth surface are arranged on the bag body, and the plastic cloth surface is provided with a hole, and the water guiding jaw is not extended, and the sealing body is provided with the sealing body So that the bag can be filled with gravel. Although the structure is simple, it is necessary to fill in the gravel, and the gravel is gradually becoming difficult, which causes construction problems. Therefore, the inventor of the present invention has accumulated years of experience in the design and manufacture of a drainer, and has studied and invented the case. [Summary of the Invention] Lu I invention - the purpose of 'providing' is to provide a series of three-dimensional network drainage II to ensure the safety of the hillside structure, and to smoothly remove excess water from the hillside to prevent the moisture from being placed on the high-hazard hillside. The new invention of the drainer. The present invention, the second-purpose, is to provide a quick and convenient installation of the series, and the water-type device can be connected to the cement structure after the drainer is fixed, and the water can be connected to increase the moisture discharge. The space of the water pipe, you can always remove excess water from the mountain. The invention has the following features: The serial three-dimensional mesh drainer of the present invention has one or more inclined wall faces on the first body, and the inclined wall surface is used to prevent the water from being filled when the earth is filled, 6 1357945 The effect of the Anshang. The serial three-dimensional mesh drainer of the present invention has a plurality of holes formed on the wall surfaces of the first body and the second body, and the water rich in the hillside of the inner side of the retaining wall is penetrated through the holes. Can be smoothly discharged. In the serial three-dimensional mesh drain of the present invention, a plurality of resisting columns are disposed on the inner side of the wall surface of the first body, thereby maintaining a convenient drainage of the first body and the second body. And a plurality of resisting columns are arranged on the inner side of the wall surface of the second body, so as to hold the space between the second body and the cement structure, so that the water is concentrated and discharged. The serial three-dimensional mesh drainer of the present invention has grooves on the bottom wall surface of the first body and the second body to match the installation of the drain pipe. The serial three-dimensional mesh drainer of the present invention is provided with a joint hole on the side wall of the first body, so as to facilitate integration with the joint column of the second body, the drainer sighs [embodiment] °, so that the examiner The present invention can be fully understood, and is explained as follows: As shown in FIGS. 1 and 2, in the embodiment of the present invention, the serial three-dimensional drainer includes: a first body 1 having a shape Or the above-mentioned sloping wall 丄〇 〇 〇 〇 〇 〇 〇 〇 〇 〇 〇 〇 ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; It can prevent the - drainer from being shot down by earth and stone. Of course, the advantage of setting the inclined wall surface is that when the drain is nailed to the side of the cement structure c, it refers to the position on the side of the hillside. After the completion of the cement structure C, it is necessary to be filled into the earthwork of the hillside. A (as shown in Fig. 7), when filling the earthwork, because there is a diagonal wall surface setting, when the earthwork is filled from top to bottom, the force of the earth striking the drainer can be reduced, and the drainer can be prevented from falling off. Therefore, it is preferable to set the inclined wall surface i 〇 to the upper wall surface; however, as described above, if the inclined wall surface is not provided, it is possible to withstand the impact force of the earth. Further, the wall 1 1 is provided with a plurality of holes 1 1 〇, which may be square; circular; triangular; 7 1357945 or diamond; · ® with various geometric shapes, and (4) some "2 〇 is located in the retaining wall Β (Figure 7 The water contained in the hillside of the inner side penetrates through the holes and is smoothly discharged into the space 3 formed by the first body 2 and the second body 2. Subsequent to the inner side of the wall 1 1 is a plurality of resisting columns.丄ii, when the first body is combined with the second body, the contact is made to be fine! 2 1# is in contact with or close to the wall surface 21 of the second body, thereby maintaining the formation of the first body and the second body 2 Space 3 (shown in Figures 6 and 7) for convenient drainage. Further, the bottom wall surface 12 is provided with a groove 1 2 〇, and the g-heap is installed with the water pipe 4. The side wall 13 is provided with a coupling hole. i 3 ◦, the drain hole 3 is used to facilitate the integration with the second body 2 as a drain. As shown in Figures 3 and 4, the second body 2 of the present invention is formed with the first body 1 described above. Symmetrical or asymmetrical, and it is convenient to combine with the first body 1 and to provide one or more inclined wall faces 2 〇, the inclined wall surface 2 〇 设 设 设 设 设 , , , , , , , 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体 本体It is also possible to provide a plurality of holes 2 1 Q on the wall 2 1 , which may be square 'circular, digonal; or diamond-shaped; or 槪 round and other various shapes, and the holes 2 1 Q The hole is larger than or equal to or smaller than the hole 1 1 前述 of the first first hole. Of course, the embodiment is equal to or less than the same, and the pupil 210 is used to make the position of the inside of the hillside of the soil wall B rich. After the holes 21 are formed, the holes 5 can be smoothly entered into the space 5 formed by the second body 2 and the water. Next to the wall surface 21, a rehydration water is provided; the crucible is close to the side of the cement structure c, and The two bodies 2 and the space forming space 5 (as shown in Fig. 7) allow moisture to enter the wall 9 and exit through the drain pipe 4, and then set on the bottom wall surface 2 2, two octagons, and the groove 2 20 0 is able to match the installation of the bubble tube 4' and there is also the effect of the water venting by the squatting water. The other side of the side wall 2 3 is set to π quite 2 3 0 ' The first-body! combination hole! 3 〇 combined into a body drainer. Ming position, this, 'to be combined with the first body 1 and the second body 2, the original method is forced to be 'main system Firstly, the body is pre-discriminated, and before the human body is shot and cooled into the county, the junction of the second body 2 j 2 3 0 and the first body 结合 结合 i i 3 3 〇 ^ Constructing a drain of m (as shown in Figures 5 to 7), and the first body 1 and the second body 2 of the drain are provided with holes 4, 24, and as shown in Figure 7 It is convenient to set the drainage shovel on the side of the cement slab c, and then use the groove 2 2 G of the bottom wall surface 2 of the first body 2 to connect with the & water pipe 4, and then fill the earthwork side of the hillside to 'drain Covering the outer side of the cement structure C of the retaining shovel and located on the side of the hillside, it can receive the water discharged from the hillside, and let the water enter the first body and the body first through the hole of the first-the present. The space 3' formed between the second body 2 and the hole 2 of the second body 2 enters the space 5 of the second body 2 and the cement structure, and can pass through the drain pipe 4 The water is arranged eight rows on the outer side of the hillside to produce the effect of drainage, ensuring the security of the retaining wall and the safety of the hillside, and preventing the earth and stone. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a front view of a first body of the present invention. Figure 2 is a cross-sectional view taken along line A - A of Figure 1; Figure 3 is a front elevational view of the second body of the present invention. Figure 4 is a cross-sectional view taken along line B - B of Figure 3; Figure 5 is a front elevational view of the drain of the present invention. Figure 6 is a cross-sectional view taken along line C - C of Figure 5; Figure 7 is a combination view of the drain of the present invention. Figure 8 is a view of the operation of the present invention. [Description of main component symbols] Hole 1 1 0, resisting post 13, coupling hole 13 First body 1, inclined wall surface 10, wall surface 1 1 , 1 1 1 , bottom wall surface 12, groove 120, side wall 1357945 bottom wall surface 〇, nail hole 1 4 second body 2, inclined wall surface 20, wall surface 21, hole 2l 〇 2 2, groove 2 2 0, side wall 2 3, joint column 2 3 0, nail hole 2 4 water Space 5, hillside earth and earth, wall,