五、新型說明： 【新型所屬之技術領域】 本創作係有關於一種組立式儲水塔的面板組合單元構 造；特別是指-種組合單元的邊緣朝垂直於—橫軸方向延伸一 複層型態的連接面部分’以及使複數個個別單元可相互鄰接組 合之新型者。 【先前技術】 用於貯存大制水或其類似液體，以制在民生、建築或 工業系統方面之水塔或水箱結構，係已為習知技藝；例如，二 灣第89220826 f虎「大型落地水塔」專利案，係提供了 一個血 ，的實施例。其揭示了—個設置在地面上的圓形或筒狀構形^ &座，和沿底座周邊延伸的圍壁所界定形成的儲水槽；所述儲 水槽圍壁上有収雜鋪形狀之限絲與固定桿，相對於該 固定桿係配置有限位繩組件及穿過固定桿之抗拉件和調= 件，來強化固定該儲水槽之承載液體後之形狀者。有關這類大 型^塔，實務向於應用大尺寸的板塊或鋼板在現場組褒施 工I干接、制鱗程序；通f，它存在著不雜 便的問題。 π文衣个 揭示了—種可改善上述討論的問題的習知儲水 相糸統，其係選取了類似FRp材質製成適於配送移動的許多 ^個^的早疋A ’每個單Μ的邊緣會向外彎折大致形成一接 ，面Α卜蝴目__單元Α之接合賴可峨此重疊， 並且在相鄰接的接合面A1之間加入橡膠塾片 器或螺㈣鎖定該每個相鄰接的單元A，而 = 箱C。這類儲水箱c主要是應用那些外部螺栓 M416663 來辅助抵抗儲水箱c的承載水壓。 但是，就像那些熟悉此技藝的人所知悉’這些數量頗多的 外部螺栓B、接合面A1或邊緣向外部突出的結構型態，對人 員的安全有很大的威脅。並且，那些外部螺栓B長期曝露在外 界風吹日曬的高、低溫度變化明顯的環境下，易有固定機能明 顯衰退的情形，其使用壽命通常較短，且易導致整體儲水箱強 度不均的問題；其所衍生的狀態考量是，個別單元A的片材或 板材的疲勞，造成其板面的差別沈陷變化’通常會縮短儲水箱 C的使用壽命及降低了其承載水量的穩定性。 另一個有關這類組合單元A和固定器或螺栓B組合的問 ，，/是當螺拴B鎖入迫緊兩接合面A1之後，常造成接^面“ 變形、受力不均、和接合面A1的兩端形成突出或翹起而盥 該„墊片D之間產生間隙Z，例如第2圖所描緣的情形。特 別疋這類大型的儲水塔或水箱承載大量儲水後，高水壓更容易 边使水箱㈣上述祕合面A1相接合地方形 擴大、變形的情形。 如果採用增加每個個別單元的壁厚，來強化它的強度，是 可預期的，相對地其亦反映出將會提高每個單元沖摺彎製加工 的困難度及較高的製造成本；喊情形並*是我們所期望的。 代表性的來說’這齡考資_示了已知的儲水塔或水箱 二’應，合單元連接和固定器組件的配合，來強制抵抗水 维的力里而強化固定其本體在承載水壓之後，儘可能的 述树或摘之敗雜。如果重行設計考量組合板體 :’使板體構造不同於習用者，將可變化它的使用形態， 於仏實質上，也會增加它義用細。但是，在不 曰口母個侧單元的轉的條件下，—個比較理想的結構型 4 M416663 態，應包括下列幾個考量·· 1. 舊法中哺栓、連接雜或邊緣驗合結構造成該連接面 兩端產生大出或變形和受力不均，影響内部承載水壓等情 形，應儘可能的被降到最低。 2. 習知技藝的每—個水塔組合單元相鄰接的連接部位或連接 面，在結構強度不足的情形，在經螺栓迫㈣合後，容易產 生交形，情形，應儘可能的被減到最小。特別是應改善習知V. New type description: [New technical field] The creation department has a panel unit structure for a vertical water storage tower; in particular, the edge of the combined unit extends perpendicular to the horizontal axis. The connecting surface portion 'and the novel one that allows a plurality of individual units to be adjacent to each other. [Prior Art] A water tower or tank structure for storing large water or the like to make a living, building or industrial system is a well-known skill; for example, Erwan No. 89220826 The patent case provides an example of blood. It discloses a circular or cylindrical configuration disposed on the ground, and a water storage tank defined by a surrounding wall extending along the periphery of the base; the water storage wall has a shape of a collecting tile The wire and the fixing rod are arranged with respect to the fixed rod system, and the tensile rod assembly and the adjusting member passing through the fixing rod are used to strengthen the shape of the water storage tank after fixing the water storage tank. With regard to such large-sized towers, the practice is to apply large-sized plates or steel plates in the field to construct I dry joints and scale-making procedures; through f, there is a problem of no complication. π Wenyi reveals a well-known water storage system that can improve the above-mentioned problems. It selects a number of ^ 的 疋 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' The edges of the edges are bent outwardly to form a joint, and the joints of the _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Adjacent unit A, and = box C. This type of water storage tank c mainly uses those external bolts M416663 to assist in resisting the water pressure of the storage tank c. However, as those familiar with the art know, the large number of external bolts B, the joint surface A1 or the structural form of the edge protruding outwards poses a great threat to the safety of personnel. Moreover, those external bolts B are exposed to the environment of high and low temperature changes of the outside wind and the sun for a long time, and it is easy to have a situation in which the fixed function is obviously degraded. The service life is usually short, and the overall strength of the water storage tank is likely to be uneven. The problem is that the state considerations are that the fatigue of the sheet or sheet of the individual unit A causes a difference in the subsidence of the panel surface, which generally shortens the service life of the water tank C and reduces the stability of the water carrying capacity. Another question about the combination of such a combination unit A and the holder or bolt B is that after the bolt B is locked into the two joint faces A1, the joint surface is often deformed, unevenly stressed, and joined. Both ends of the surface A1 are formed to protrude or lift up, and a gap Z is formed between the spacers D, for example, as depicted in FIG. In particular, after such a large water storage tower or water tank carries a large amount of water storage, the high water pressure makes it easier for the water tank (4) to expand and deform the junction area of the above-mentioned secret surface A1. If the wall thickness of each individual unit is increased to strengthen its strength, it is expected, and it also reflects that it will increase the difficulty of each unit bending and high manufacturing cost; The situation and * are what we expect. Typically, 'this age assessment _ shows the known water storage tower or water tank two' should be combined with the unit connection and the fixture assembly to force the resistance of the water dimension and strengthen the body to support the water After the pressure, try to describe the tree or pick it up. If the redesigned design considers the combination of the plate body: 'Making the plate structure different from the conventional one, it will change its use form, and in fact, it will also increase its meaning. However, under the condition of the rotation of the parent side unit, the ideal structure type 4 M416663 state should include the following considerations: 1. The old method of feeding, connecting or edge fitting structure The occurrence of large deformation or deformation and uneven force at both ends of the joint surface, affecting the internal bearing water pressure, etc., should be minimized as much as possible. 2. The connecting part or connecting surface adjacent to each water tower combination unit of the prior art is easy to produce a cross shape after the bolt is forced (4) in the case of insufficient structural strength, and the situation should be reduced as much as possible. To the minimum. In particular, we should improve our knowledge.
的組合單元在承載儲水塔的整個水壓時，容易產生變形 形。 為了改善這種_，触合單摘結構設計和固定器组 ^寺’應具雜大的賊力或水壓承受力，使組合單元在連 J鎖合及承載水壓後，產生形變的情形被儘可能的降到最 題在上述的參考:#射均未被㈣或揭露。 L新型内容】The combined unit is prone to deformation when carrying the entire water pressure of the water storage tower. In order to improve this _, the touch-single structure design and the fixture group ^ Temple' should have a large thief force or water pressure bearing force, so that the combined unit can be deformed after the J lock and the water pressure are applied. Being reduced as much as possible to the above reference: #射均无(四) or expose. L new content]
=是’本創作之主要目的即在於提供—種水塔組合單元及 個、^結構’係包括複數個可相互鄰接的個別單元的組合；每 有—在正面上的中央區，以及自組合料至少-個邊 述延伸之"'連接面等部分。所 成―複層型態，並且使每—組合單元相互連接， 定部位：叫善習知水馳合^ 壓等情形衫力不均和連接部位突出外部，影響内部承載水 連接元:其，結構，該組合單元的 、心、 #層和—第二層。該第—層係與第二声 ，並且使第二層貼附在第—層上，形成複層型態；以改^ 5 M416663 該連接面兩端產生突出或變形和受力不均，影響内部承载水愿 等情形。 根據本_之轉組合單元及無合結構，雜合單元的 連接面第-層和第二層係形成有—延伸部分；所述的延伸部分 係可增加該連接面第一層和第二層的複合強度，並且降低該連 接面朝向外部的-端的銳利度；使其影響 被儘可能的降到最低。 月仏係 對於本創作所具有之新穎性、特點，及其他目的與功效， =下文幅合所_摘詳加朗，趨於 【實施方式】= is 'the main purpose of this creation is to provide a combination of water towers and units, and a structure comprising a plurality of individual units that can be adjacent to each other; each having a central area on the front side and at least a self-assembling material - An extended section of the "connecting surface". The resulting "complex" type, and each of the combined units are connected to each other, the fixed part: called the good habits of the water and the pressure, etc., the unevenness of the shirt and the joints protruding outside, affecting the internal bearing water connection element: Structure, the heart, the #layer, and the second layer of the combined unit. The first layer is combined with the second sound, and the second layer is attached to the first layer to form a multi-layer pattern; to change the shape of the joint surface to produce protrusion or deformation and uneven force, Internally carrying water is willing to wait. According to the combination unit and the unstructured structure of the present invention, the first layer and the second layer of the joint surface of the hybrid unit are formed with an extension portion; the extension portion can increase the first layer and the second layer of the connection surface The composite strength and the sharpness of the connecting face towards the outer end; the effect is minimized as much as possible. The characteristics of the novelty, characteristics, and other purposes and effects of this creation, = the following ensemble _ _ _ _ _ _ _ _ _ _ _ _
灶槿4及5圖’本創作之水塔組合單元及其組合 、，、。構’係具有減個烟衫的組合，概以參考編號丄〇表示 ^第3 ffl雜·繪了複數個組合單元丄Q 樣，並且被固定器2 〇 (例如，螺栓）固定，而共同建 I，10 0的情形。該組合單元1⑽傾向於選』 材料或類似FRP材質，形成片狀或板狀構形；每她合單槿 槿 4 and 5 图 'The water tower combination unit of this creation and its combination, ,,. The structure has a combination of minus a smoking hood, which is indicated by the reference number ^ ^3 ffl miscellaneously, draws a plurality of combined units 丄Q, and is fixed by the holder 2 例如 (for example, a bolt), and is co-built I, 10 0 situation. The combination unit 1 (10) tends to select materials or similar FRP materials to form a sheet or plate configuration; each of her orders
中正Γ上的令央區11 ’中央區11係形成一向外 (或内）凸出表面的型態。在所採較佳的實施例中，組合單元 10包括有沿其周邊或至少—個邊緣U 縱向參考軸X方向彎折延伸之一連接面13。每上連= 可相互重豐或疊置，使組合單元工〇形成相互鄰接離樣並且 被固定器2⑽定’形成該儲水塔總成1QQ。… 第4圖也顯示了該組合單元1〇的中央 條脊線1 4，從組合單元丨丨㈣ U I、有4 並且在中央區η相交形成一:=:二區11延伸， 14和端點15係共同使該組合單元1〇具有較=2 6 M416663 或水壓承載力。 請參考第5圖’係標示了該縱向參考轴χ和一橫向參考轴 y的方向。在-個較佳的實施例+，該連接面丄3係形成一複 層型態。所述的連接面13複層型態係至少包括一第一層工3 a和-第二層1 3b。實務上，該組合單w⑽邊緣丄2在 形成第-層13 a之後’係彎折形成該第二層i 3 b。因此， 該第-層1 3 a係與第二層χ 3 b形成連接；並且，使第二層 ▲1 3 b貼附或複合在該第—層i 3 a上，形成該複層結構型 態’來加強这連接面13的承受力。 可了解的是’連接面第—層i 3 a彎折形成第二層工3 b 的複層結構，係使該連接面丄3的第一層工3 a和第二層工3 b連接的部位形成-㈣或收邊型態，而降低了該連接面丄3 端點的銳利度，不會像習知結構發生割傷人員的情形。 請參閱第6圖，係描繚了兩相鄰接的組合單元工〇具有第 人：上3 a和第一層1 3 b的連接面丄3配合固定器2 〇鎖 &的情形。每個靖接的組合單^ Q之接合面i 3 * ’並且在相鄰接的接合面13之間加入橡膠塾片3 〇，然 定器2⑽定該每個相鄰接的組合單元丄〇，而植建成大 ^水塔總成1 〇 〇。因該連接面i 3至少包括了該第一=工 Μ ^第：層1 3 b ;因此，該連接面1 3係提供了比習二 量；像預應力’來抵抗該固定器2 0的迫緊鎖合力 部承載=兩端產生突出或變形和受力不均，影響内 八戰水壓4情形，係獲得明顯的改善。 第^也顯示了在_個修正的實施例t，第 第所述的末端13c可經加工作_合在4 曰Ua上面。該加工作業係選擇焊接方式，使第二層末 7 M416663 端1 3 c和第一層13 a形成固定型態。 睛參閱第7圖，係描繪了-個可行的實施例；該組合單元 10的連接面第一層13 a和第二層1 3 b係沿該橫向參考 轴y延伸形成有-延伸部分13 e。所述的延伸部分工3 e係 可增加該連接面第-層1 3 a和第二層！ 3 b的複合強度，並 且降低s亥連接面1 3朝向外部的一端的銳利度；使其影響人員 安全的情形，係被儘可能的降到最低。 _。。請參考第8圖，係揭示了本創作一個修正的實施例；該組 合單元連接面13的延伸部分13 e#朝該縱向參考軸乂方 向彎折延伸形成-連續段i 3 f。在所採的實施例中，連續段 1 3 f也被定義為第一連續段。圖中也顯示了該連續段1 3 f 和4延伸部分1 3 e之間係形成—失角；該夾角肢係小 8 0。° 第9圖係描繪了一個衍生的實施例；該組合單元連接面工 3的延伸部分13 e在朝該縱向參考轴x方向彎折延伸形成 (第）連續段1 3 f之後，再沿該橫向參考軸y方向彎折延 伸形成一第二連續段i 3g。圖中顯示了該第二連續段丄3g 和該（第-）連續段i3 f之間也形成有一央角；該失角角度 係小於18 〇。。 請參閱第1 〇、i !圖，係分別描繪了相鄰接的組合單元 10—可依賴在組合儲水穩成i Q㈣，提供賴儲水的情 形。第1 0圖特別顯示了依據該計劃，儲水係裝載在相反於該 連接面1 3、固定器20位置的另一邊；因此，在這實施例中， 連接面13和固定器2〇係位在儲水塔總成i 〇 〇的外部。第 1 1圖特別顯示了依據該計劃’儲水係裝載在相同於該連接面 13、固;t器2 0位置的-邊；因此，在這實施例巾，連接面 8 M416663 13和固定器2 0係位在儲水塔總成i Q Q的内部。 第12圖係描繪了本創作另—個衍生的實施例；該連接面 1 3 =第二層1 3 bJl係設置有至少一凸部丄6。在 施例中，該凸部i 6係形成在該連接面丄3或第二層丄3b = ^面位置；以增加該連接面！3和組合單元工〇整體的結構強 度。 ^加⑽_是’這水合單元及該合結構係應用了 ”售法不_組合單元1G的結構設計，它在她於習知技藏 而言，係具有下列的考量條件和優點： 右 1. 應用中央區1 1和銜接邊緣i 2之連接面i 3，特別使該連 接面13至少包含第一層13a和第二層工“的複層結 構型態；在相較於習職體而·^，係具備有更佳和理想之承 載抗壓能力。 2. 舊法中_栓、連接雜或邊緣的組合結構，造成該連接面 兩端產生突出或變形和受力不均’影響内部承載水壓等情 形，係被儘可能的降到最低。 3. 該組合單元1 Q、連接面1 3的複層結構設計和固定器2 〇 組配時’係具有較大的預應力或水壓承受力。因此，像習知 技藝的每一個水塔組合單元相鄰接的連接部位或連接面存 在結構从崎形，以及在賴栓迫緊鎖合後，容易產 生變形的情形（_是習知的組合單元在承_水塔的整個 水壓時，容易產生變形的情形）等，係獲得明顯的改善。 故’本創㈣提供了—有朗水塔組合單元及其組合結 9 M416663 構，其空間型態係不同於習知者，且具有舊法中無法比擬之優 點，係展現了相當大之進步。 【圖式簡單說明】 第1圖係習知水塔或水魏_权結構示意圖。 〇» _ 早π 第2圖係第1圖部份結構剖視示意圖；係描繪螺检和組合 接合面組配和承载大量儲錢的情形。 第3圖係補_水塔總成之實_示意圖。 第4圖係梢她合單元之讀實補示意圖 第5圖係本創作組合單元之斷面示意圖。 f 6圖係本創作組合單科接面和較II組配之結構剖視示 意圖。 第7圖係本創作組合單元連接面之-修正實關之結構剖视 不意圖：係顯示該連接面形成有一延伸部分的情形。 第8圖係本創作组合單域接面之另—修正實施例之結構剖 視不意圖；係顯示該連接面形成有延伸部分和連續段的情形。 第9圖係本創倾合單元連接面之—衍生實關之結構剖視 不意圖；_補連接轉成魏伸部分、連續段和第二連續 段的情形。 $ 第1 0圖係摘作組合單恤合粒儲树總祕，提供襄载 儲t之部分結構剖視示意圖；係顯示了連接面和固定器位在儲 水塔總成外部的情形。 第1 1圖穌創倾合單元齡建立儲水塔總成後 ’提供裝載 -^之部分結構剖視示意圖；係顯示了連接面和固定器位在儲 水塔總成内部的情形。 M416663 第12圖係本創作組合單元之另一衍生實施例示意圖；係揭示 了該連接面設置有凸部的情形。 【主要元件符號說明】 10 組合單元 11 中央區 12 邊緣 13 連接面 13a 第一層 13b 第二層 13c 末端 13e 延伸部分 13f (第一） 14 脊線 15 端點 16 凸部 20 固定器 30 橡膠墊片 100 總成 A XJO —» 早兀 A1 接合面 B 螺栓 C 儲水箱 12 M416663 D 橡膠墊片 X 縱向參考軸 y 橫向參考轴 z 間隙The central section 11 of the central area of the central area of the Zhongzheng Formation forms an outward (or inner) convex surface. In the preferred embodiment, the combination unit 10 includes a connecting surface 13 that extends along its perimeter or at least one of the edges U longitudinal reference axis X. Each of the upper joints can be heavier or overlapped with each other, so that the combined unit processes are formed adjacent to each other and are fixed by the holder 2 (10) to form the water storage tower assembly 1QQ. ... Figure 4 also shows the central ridge line 14 of the combined unit 1 ,, from the combined unit 丨丨 (4) UI, with 4 and intersecting in the central area η to form a: =: two areas 11 extension, 14 and end points The 15 series together make the combined unit 1 较 have a = 2 6 M416663 or hydraulic bearing capacity. Please refer to Fig. 5 for the direction of the longitudinal reference axis 一 and a lateral reference axis y. In a preferred embodiment +, the junction face 3 forms a stratified pattern. The connection layer 13 multi-layer type includes at least a first layer 3 a and a second layer 13 b. In practice, the combined w (10) edge 丄 2 is bent to form the second layer i 3 b after forming the first layer 13 a. Therefore, the first layer 1 3 a is connected to the second layer χ 3 b; and the second layer ▲1 3 b is attached or composited on the first layer i 3 a to form the multi-layer structure State 'to strengthen the bearing capacity of this connecting surface 13. It can be understood that the 'joining surface-layer i 3 a is bent to form the second layer 3 b multi-layer structure, so that the first layer 3 a and the second layer 3 b of the connecting surface 3 are connected. The part forms a - (4) or edge-receiving pattern, which reduces the sharpness of the end point of the connecting surface 丄3, and does not cause a cut-off person like the conventional structure. Referring to Fig. 6, it is shown that two adjacent combined unit processes have the first person: the connection face 3 of the upper 3 a and the first layer 1 3 b cooperates with the holder 2 〇 lock & Each of the joints of the joints of the joints i 3 * 'and a rubber crucible 3 加入 between adjacent adjoining joints 13 , and then each of the adjacent joint units 丄〇 And planted a large water tower assembly 1 〇〇. Since the connecting surface i 3 includes at least the first = work ^ ^: layer 1 3 b; therefore, the connecting surface 13 provides a ratio of the second; like prestressing 'to resist the holder 20 Forced locking force bearing capacity = protrusion or deformation at both ends and uneven force, affecting the situation of the water pressure in the eight wars, the system has been significantly improved. The second embodiment also shows the modified embodiment t, and the end 13c of the first embodiment can be added to work over 4 曰Ua. The processing operation selects the welding mode so that the end of the second layer 7 M416663 end 13 c and the first layer 13 a form a fixed pattern. Referring to Fig. 7, a possible embodiment is depicted; the first layer 13a and the second layer 13b of the joining surface of the combining unit 10 are extended along the transverse reference axis y to form an extending portion 13e. . The extension part 3 e system can increase the first layer of the connection surface 13 a and the second layer! The composite strength of 3 b and the sharpness of the end of the s-connecting surface 13 toward the outside; the situation that affects the safety of personnel is minimized as much as possible. _. . Referring to Figure 8, a modified embodiment of the present invention is disclosed; the extended portion 13 e# of the combined unit connecting surface 13 is bent to form a continuous segment i 3 f toward the longitudinal reference axis. In the embodiment taken, the continuous segment 13f is also defined as the first continuous segment. The figure also shows that the continuous segment 1 3 f and the extended portion 1 3 e of the 4 are formed - a corner angle; the angled limb is less than 80. Figure 9 depicts a derivatized embodiment; the extension portion 13e of the combination unit joining face 3 is bent and extended toward the longitudinal reference axis x to form a (continuous) segment 13f, followed by The transverse reference axis y direction is bent to extend to form a second continuous segment i 3g. The figure shows that a central angle is also formed between the second continuous segment 丄3g and the (first-) continuous segment i3 f; the angle of the lost angle is less than 18 〇. . Please refer to the first i, i ! diagram, which respectively depicts the adjacent combination unit 10 - which can rely on the combination of storage water stabilization i Q (4) to provide the case of water storage. Fig. 10 particularly shows that according to the plan, the water storage system is loaded on the other side opposite to the position of the connecting face 13 and the holder 20; therefore, in this embodiment, the connecting face 13 and the retainer 2 are tied Outside the water storage tower assembly i 〇〇. Figure 11 specifically shows that according to the plan, the water storage system is loaded on the same side as the connection surface 13, solid; t 20 position; therefore, in this embodiment, the connection surface 8 M416663 13 and the holder The 2 0 system is inside the water storage tower assembly i QQ. Figure 12 depicts another derivative embodiment of the present invention; the joining face 13 = the second layer 13 bJl is provided with at least one projection 丄6. In the embodiment, the convex portion i 6 is formed at the connection face 丄 3 or the second layer 丄 3b = ^ face position; to increase the connection face! 3 and the overall structural strength of the combined unit work. ^加(10)_ is the structural design of 'this hydration unit and the structure is applied.' The sale method is not the combination unit 1G. It has the following considerations and advantages in her knowledge of the technology: Right 1 Applying the central area 1 1 and the connecting surface i 3 of the connecting edge i 2 , in particular, the connecting surface 13 comprises at least the first layer 13a and the second layer of the "layered structure"; compared to the reference body · ^, has a better and ideal load bearing capacity. 2. In the old method, the combination structure of _ bolts, joints or edges caused the formation of protrusions or deformations at both ends of the joint surface and affected the internal bearing water pressure, etc., and was minimized as much as possible. 3. The composite unit 1 Q, the multi-layer structure design of the joint surface 13 and the fixture 2 〇 assembly have a large prestress or water pressure bearing capacity. Therefore, the connection portion or the joint surface adjacent to each water tower combination unit of the prior art has a structure from the bottom shape, and is easily deformed after the tie bolt is tightly locked (_ is a conventional combination unit). In the case of the entire water pressure of the water tower, it is easy to cause deformation, etc., and a significant improvement is obtained. Therefore, Benchuang (4) provided a combination of the Langshui Tower combination unit and its combination 9 M416663. Its spatial pattern is different from the well-known ones, and it has the advantages unmatched in the old method, and it shows considerable progress. [Simple description of the diagram] Figure 1 is a schematic diagram of the conventional water tower or water Wei _ weight structure. 〇» _ early π Fig. 2 is a schematic cross-sectional view of a part of the structure of Fig. 1; it is a case where the screw inspection and the combined joint surface are combined and bear a large amount of money storage. Figure 3 is a schematic diagram of the _ water tower assembly. Figure 4 is a schematic diagram of the real complement of the unit. Figure 5 is a schematic cross-section of the unit. The f 6 diagram is a schematic cross-sectional view of the combination of the creation and the comparison of the composition of the second group. Fig. 7 is a cross-sectional view of the modified joint unit of the present invention. It is not intended to show that the joint surface is formed with an extended portion. Fig. 8 is a cross-sectional view showing another embodiment of the present invention in which the single-domain joint of the present invention is modified; it is shown that the joint surface is formed with an extended portion and a continuous portion. Figure 9 is a cross-sectional view of the structure of the connection surface of the intrinsic tilting unit. The structure is not intended to be converted into a Wei extension, a continuous section and a second continuous section. $ Figure 10 is a summary of the combined structure of a single-story sapling tree, which provides a schematic view of a part of the structure of the shovel. The system shows the connection surface and the fixture position outside the water storage tower assembly. Figure 1 is a schematic cross-sectional view of a part of the structure of the loading tower after the establishment of the water storage tower assembly. The system shows the connection surface and the fixture position inside the water storage tower assembly. M416663 Fig. 12 is a schematic view showing another derivative embodiment of the present combination unit; the case where the joint surface is provided with a convex portion is disclosed. [Main component symbol description] 10 Combination unit 11 Central zone 12 Edge 13 Connection face 13a First layer 13b Second layer 13c End 13e Extension 13f (first) 14 Ridge 15 End point 16 Projection 20 Fixer 30 Rubber pad Sheet 100 Assembly A XJO —» Early A1 Joint Face B Bolt C Water Tank 12 M416663 D Rubber Gasket X Longitudinal Reference Axis y Lateral Reference Axis z Clearance
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