M425898 五、新型說明： 【新型所屬之技術領域】 本新型是有關於一種牆體，特別是指一種可防水的牆 體。 【先前技街】 一般建築物牆體是預先綁設鋼筋或組立鋼骨結構，架 設兩侧模板之後澆灌混凝土，並在拆除模板後進行粉光、 上漆或貼設磁磚。然而這種牆體不但施工時間長，且由於 尺&非防水、磁磚必須保留間隙，因此牆體容易發生滲水 問題。 【新型内容】 此本新型之目的’即在提供一種施工方便且可防 水的牆體。 於是，本新型牆體，包含至少一鋼板、多數個外板， 及混凝土。 一 T板橫截面呈連續鑛齒&，包括多數相帛隔排列的第 板邛夕數平行各該第一板部且相間隔排列的第二板部 及多數連接各該第一板部與第二板部側緣的連接板部， 各遠第-板部及各該f二板部分別與對應連接於其二側緣 的連接板部界定出-具開口的灌漿空間。 卜板並列地封蓋於各該灌漿空間的開口，且固定於對 應之第一板部或第二板部外表面；該鋼板的第一板部寬度 為1第一板部的寬度同樣為Wi，開口寬度為w2，外板 的寬度為W3，外板與外板間的間隙d，W3 + d=w】+W2。 3 混凝土填充於該等灌漿空間中。 較佳地’各該外板為磁磚、纖維水泥板及矽酸約板其 中之一。 較佳地，該鋼板的各該第一板部、各該第二板部與對 應連接於其二側緣的連接板部分別構成鳩尾槽形，開口寬 度 W2< W!。 較佳地，該牆體還包含插立在各該灌漿空間中的鋼筋 。本新型之功效在於，利用橫截面呈連續鋸齒狀的鋼板直 接作為受力結構並兼具模板提供灌漿空間的功能，且將磁· 磚、纖維水泥板或矽酸鈣板固定於鋼板外表面，灌漿後即 完成牆體施工，不但結構簡單，且因為鋼板的設計而具有 防滲水的功能。 【實施方式】 有關本新型之前述及其他技術内容、特點與功效，在 以下配合參考圖式之一個較佳實施例的詳細說明中，將可 清楚的呈現。 參閱圖1及圖3 ’本新型牆體J 〇〇的較佳實施例可以做 為各種結構牆甚或室内隔間牆，是利用以下施工方式完成 #步驟S1—首m至少—鋼板1於樑、樓板或地面上 右為夕數個鋼板1則以端部交疊的方式搭接。鋼板1的 橫截面呈連續職狀，包括多數㈣隔排列的第—板部u 多數平订各該第-板部u且相間隔排列的第二板部^， 及多數連接各該第—板部u與第二板部12側緣的連接板部 13每一個第一板部11與對應連接於其二側緣的連接板部 13都界疋出一具朝外開口的灌漿空間10，每一第二板部12 V、ί應連接於其一側緣的連接板部也界定出具朝外開口 的灌漿空@ 1G。在本實施例，第—板部u寬度為Wi，第 二板部12的寬度同樣為w丨，開口寬度為％，且各該第一 板°卩11、各該第二板部12與對應連接於其二側緣的連接板 部13分別構成鳩尾槽形，也就是說W2<Wi。鋼板1厚度 ，也就是第一板部11與第二板部12之間的距離則視空間需 求、強度需求而定，本實施例是介於W|〜w2之間。 步驟S2—若需加強結構強度（例如作為結構牆），可在 則述灌聚空間1 〇中插立鋼筋4。 步驟S3—配合參閱圖2，接下來使多數個外板2並列 地封蓋於各該灌漿空間1 〇的開口，且黏著固定於對應之第 一板部11或第二板部12外表面❶外板2的寬度為W3，外 板與外板間的間隙d，W3+d=W1+W2，藉此，各該外板2鋪 設固定在第一板部11或第二板部12的位置可以確保大致一 致，也就是跨設灌漿空間10的開口、與鋼板丨接觸處固定 黏著。若牆體100是作為建築物表面外牆，或戶外結構牆 ，外板2通常是採用磁磚或纖維水泥板，若牆體丨〇〇是作 為室内隔間牆，外板2可採用石夕酸飼板。 步驟S4—最後，在灌漿空間1〇中施灌混凝土 3，讓混 凝土養護一段時間後與鋼板1、外板2及鋼筋4都充分握裹 ，完成牆體100之施作。 因此，牆體100包括至少至少一鋼板1、多數個外板2 M425898 、多數鋼筋4及混凝土 3。鋼 Μ M PI Rait s. 杈戴面呈連續鋸齒狀，包 括相間隔排列的第一板 ^ 十仃各該第一板部11且相間 及連接各該第—板部uM425898 V. New description: [New technical field] The new type is related to a wall, especially a waterproof wall. [Previous Technical Street] The wall of a general building is pre-tied with steel bars or assembled steel structures. After the two sides of the formwork are installed, the concrete is poured and the tiles are glazed, lacquered or affixed after the formwork is removed. However, this type of wall not only has a long construction time, but also because the ruler & non-waterproof and tile must retain the gap, the wall is prone to water seepage. [New content] The purpose of this novel is to provide a wall that is easy to construct and water resistant. Thus, the novel wall comprises at least one steel plate, a plurality of outer plates, and concrete. A T-plate has a continuous cross-section of a continuous orthodontic tooth, and includes a plurality of phase-arranged plates, a second plate portion parallel to each of the first plate portions, and a plurality of spaced-apart second plate portions and a plurality of the first plate portions The connecting plate portion of the side edge of the second plate portion defines a grouting space having an opening, respectively, between each of the distal-plate portions and each of the two plate portions and the connecting plate portion corresponding to the two side edges thereof. The tray is arranged in parallel to the opening of each of the grouting spaces, and is fixed to the corresponding first plate portion or the outer surface of the second plate portion; the width of the first plate portion of the steel plate is 1 and the width of the first plate portion is also Wi The opening width is w2, the width of the outer panel is W3, and the gap d between the outer panel and the outer panel, W3 + d=w]+W2. 3 Concrete is filled in the grouting spaces. Preferably, each of the outer sheets is one of a tile, a fiber cement board, and a tantalum board. Preferably, each of the first plate portions and the second plate portions of the steel plate and the connecting plate portions corresponding to the two side edges thereof respectively form a dovetail shape, and the opening width W2 < W!. Preferably, the wall further comprises reinforcing bars interposed in each of the grouting spaces. The utility model has the advantages that the steel plate with a continuous zigzag cross section directly functions as a force-receiving structure and has a template to provide a grouting space, and the magnetic brick, the fiber cement board or the calcium silicate board is fixed on the outer surface of the steel sheet. After the grouting, the wall construction is completed, which not only has a simple structure, but also has the function of preventing water seepage due to the design of the steel plate. The above and other technical contents, features and effects of the present invention will be apparent from the following detailed description of the preferred embodiments. Referring to Figures 1 and 3, the preferred embodiment of the wall J 〇〇 can be used as various structural walls or even indoor compartment walls, and is completed by the following construction methods: #Step S1 - first m at least - steel plate 1 is on the beam, On the slab or on the ground, the number of steel plates 1 on the right side is overlapped by overlapping the ends. The steel plate 1 has a continuous cross-section, and includes a plurality of (four) spaced-apart first plate portions u, a plurality of second plate portions that are aligned with each of the first plate portions u and are spaced apart, and a plurality of the first plate portions are connected Each of the first plate portion 11 and the connecting plate portion 13 corresponding to the two side edges of the connecting plate portion 13 at the side edge of the second plate portion 12 and the connecting plate portion 13 corresponding to the two side edges thereof define a grouting space 10 opening outwardly. A connecting plate portion to which a second plate portion 12 V, ί should be connected to one side edge thereof also defines a grouting space @ 1G having an outward opening. In this embodiment, the width of the first plate portion u is Wi, the width of the second plate portion 12 is also w丨, the width of the opening is %, and each of the first plates 卩11 and each of the second plate portions 12 corresponds to The connecting plate portions 13 connected to the two side edges thereof respectively form a dovetail shape, that is, W2 < Wi. The thickness of the steel sheet 1, that is, the distance between the first plate portion 11 and the second plate portion 12 depends on space requirements and strength requirements, and this embodiment is between W|~w2. Step S2—If it is necessary to strengthen the structural strength (for example, as a structural wall), the reinforcing bars 4 may be inserted in the filling space 1 〇. Step S3 - Referring to FIG. 2, a plurality of outer panels 2 are then juxtaposed in the opening of each of the grouting spaces 1 , and fixedly attached to the outer surfaces of the corresponding first plate portion 11 or second plate portion 12 The outer panel 2 has a width W3, and a gap d between the outer panel and the outer panel, W3+d=W1+W2, whereby each of the outer panels 2 is laid and fixed at the position of the first panel portion 11 or the second panel portion 12. It can be ensured that the adhesion is substantially uniform, that is, the opening of the grouting space 10 is fixed and the contact with the steel sheet is fixed. If the wall 100 is used as a building exterior wall or an outdoor structural wall, the outer panel 2 is usually made of a tile or a fiber cement board. If the wall is used as an indoor partition wall, the outer panel 2 can be used as a stone eve. Acid feeding board. Step S4—Finally, the concrete 3 is poured in the grouting space 1,, and the concrete is cured for a period of time, and the steel plate 1, the outer plate 2, and the steel bar 4 are fully wrapped to complete the application of the wall 100. Therefore, the wall 100 includes at least one steel plate 1, a plurality of outer plates 2 M425898, a plurality of reinforcing bars 4, and concrete 3. Steel Μ M PI Rait s. The 杈 wear surface is continuously serrated, including the first plates arranged at intervals. The first plate portions 11 are spaced apart from each other and the first plate portions are connected to each other.
12側緣的連接板部 /、第一板。P U各該第一板部11及各該第_板部 12分別與對應連接於其二側緣的連接板部π界定 口的灌漿空間10。鋼筋4插立於灌榮空間10中。混凝土 3 澆灌於灌漿空間10中。 以外板2採用磁碑來說’假設第一板部11較鄰近戶外 ’第二板部12較遠離戶外’牆體⑽在長時間雨水潑打的. 情況下，水並無法從磁磚左右間隙滲入混凝土 3中（遇第 一板部11)，水即便從磁磚上下間隙經灌漿空間ι〇的開口 /少入混凝土 3，也無法穿透第二板部12，因此達到絕佳之， 防滲水之功能。 當牆體100是作為室内隔間牆，可以不放鋼筋4，且外 板2可採用纖維水泥板或矽酸鈣板，具有隔熱的效果，此 設計即便纖維水泥板或矽酸鈣板受潮，水分仍無法穿透鋼 〜板一 1 一’一因此仍能達到防滲水之功能。 值得一提的是，本新型所述鋼板1的第一板部U或第 二板部12與對應連接的連接板部13非以構成填尾槽形為 限，為因應不同的空間設計或結構強度設計，也可以構成 如圖4所示的矩形，也就是W2=Wi ;或者構成如圖5所示 的梯形，也就是W2> 。 綜上所述，本新型利用橫截面呈連續鋸齒狀的鋼板i 直接作為受力結構並兼具模板提供灌漿空間的功能，且將 6 M425898 磁磚、纖維水泥板或石夕酸鈣板固定於鋼板1外表面，灌漿 後即完成牆體施工’省去紮鋼筋、組立模板、拆模等繁複 程序’故確實能達成本新型之目的。 惟以上所述者’僅為本新型之較佳實施例而已，當不 能以此限定本新型實施之範圍，即大凡依本新型申請專利 範圍及新型說明内容所作之簡單的等效變化與修飾，皆仍 屬本新型專利涵蓋之範圍内。12 side edge connecting plate part /, first board. Each of the first plate portion 11 and each of the first plate portions 12 of the P U and the grouting space 10 corresponding to the connecting plate portion π connected to the two side edges thereof respectively define a mouth. The steel bar 4 is inserted in the Rongrong space 10. Concrete 3 is poured into the grouting space 10. The outer panel 2 uses a magnetic monument to say that 'the first plate portion 11 is closer to the outdoor' and the second plate portion 12 is farther away from the outdoor wall (10) in the case of long-term rain. In the case of water, the water cannot be separated from the left and right gaps of the tile. Infiltration into the concrete 3 (in the first plate portion 11), even if the water passes through the opening of the grouting space ι〇/the concrete 3 is not penetrated from the upper and lower gaps of the tile, the water cannot penetrate the second plate portion 12, so that it is excellent. Water seepage function. When the wall 100 is used as an indoor partition wall, the steel bar 4 may not be placed, and the outer plate 2 may be made of a fiber cement board or a calcium silicate board, which has an insulating effect, and the design is even if the fiber cement board or the calcium silicate board is damp. The water still can't penetrate the steel ~ plate one by one one - so it can still achieve the function of anti-seepage. It is worth mentioning that the first plate portion U or the second plate portion 12 of the steel plate 1 of the present invention and the correspondingly connected connecting plate portion 13 are not limited to form a tail groove shape, and are designed or configured according to different spaces. The strength design may also constitute a rectangle as shown in Fig. 4, that is, W2 = Wi; or a trapezoid as shown in Fig. 5, that is, W2>. In summary, the present invention utilizes a steel plate i having a continuous serrated cross section as a force-bearing structure and has the function of providing a grouting space by a template, and fixing 6 M425898 tile, fiber cement board or calcium silicate board to The outer surface of the steel plate 1, after the grouting, completes the wall construction, eliminating the complicated procedures such as removing the steel bar, assembling the formwork, and demolishing the mold, so it can achieve the purpose of the new type. However, the above description is only a preferred embodiment of the present invention, and is not intended to limit the scope of the present invention, that is, the simple equivalent changes and modifications made by the novel application scope and the novel description. All remain within the scope of this new patent.
【圖式簡單說明】 圖1是一說明本實施例中的至少一鋼S的頂視示意圖 圖2是一說明本實施例中，完成施作的牆體的頂視示 圖3疋一對應於圖2的局部立體圖；及 ，說明界定 圖4及圖5分別是一類似於圖2的示意圖 出不同之灌漿空間形狀的鋼板。 M425898 【主要元件符號說明】 100.......牆體 I ..........鋼板 II .........第一板部 12 .........第二板部 13 .........連接板部 10.........灌漿空間 2 ..........外板 3 ..........混凝土 4 ..........鋼筋BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a top plan view showing at least one steel S in the present embodiment. FIG. 2 is a top view showing the top view of the wall in the present embodiment. Fig. 2 is a partial perspective view; and, Fig. 4 and Fig. 5 are respectively a steel plate similar to Fig. 2, which shows a different shape of the grouting space. M425898 [Description of main component symbols] 100.......wall I .......... steel plate II .........first plate part 12 ... ...the second plate portion 13 ....the connecting plate portion 10 .... grouting space 2 .......... outer plate 3 .... ... concrete 4 .......... steel