M434798 五、新型說明： 【新型所屬之技術領域】 本新型是有關於一種建築用的組件，且特別是有關於 一種建造止水徵的組件。 【先前技術】 一般建築中會有許多防漏水的建築設計，止水墩的設 計就是其中的一種。止水墩可用於隔間牆的底部，藉以有 • 效阻絕隔間牆的漏水或滲水的問題。 習知大樓公寓中建造止水墩的方式，若以灌漿方式建 造，需先架構好模板再將止水墩之水泥漿（例如水泥、砂 與七理石的混合物）灌入模板之間，讓泥漿凝固後即可脫 模為一止水墩。若需要在同一大樓中的不同公寓中建造相 同設計或相同尺寸的止水墩，就必須重複架構模板，再重 複灌漿及脫模以建造止水墩。 然而，習知建造止水墩的方式，每次架構模板時，就 鲁必須作大量的量測工作（例如量測兩模板之間的距離），且 重複使用的模板需要不斷的拆裝，上述兩種工作都需要許 多的工時，因此人力成本就會提高。 此外，目前止水墩是利用植筋方式使止水墩牢固地定 位於地板上。在植筋前需在地板上鑽孔，接著將鋼筋放入 並填入黏膠，等黏膠固化後再進行水泥灌漿。鑽孔、填入 黏膠及等黏膠固化等步驟都會拉長止水墩的製作工時。 有鑑於此，在大樓公寓中建造止水墩的方式還需要更 創新的方式來解決上述的問題。 4 M434798 【新型内容】 因此，本新型之一目的是在提供一種改良的止水墩及 其灌漿組件。 依據本新型之上述之目的，提出一種止水墩，其包含 複數個縱向植筋件、一橫向加強件以及一水泥構件。複數 個縱向植筋件排成一列，且以火藥擊釘固定於一地板上。 每一縱向植筋件具有一承載凹槽。橫向加強件跨接於該些 φ 縱向植筋件之承載凹槽内。水泥構件包覆該些縱向植筋件 及橫向加強件。 依據本新型另一實施例，其中橫向加強件為鐵筋或加 強橫支。 依據本新型另一實施例，其中縱向植筋件為一 L型金 屬件。 依據本新型另一實施例，其中L型金屬件的直角彎折 部份具有至少一 V型凹陷。 • 依據本新型之上述之目的，提出一種止水墩灌漿組 件，其包含複數個縱向植筋件、一對模板、一橫向加強件 以及一水泥構件。複數個縱向植筋件排成一列，且以火藥 擊釘固定於一地板上，每一縱向植筋件具有一承載凹槽。 該對模板定位於該些個縱向植筋件所形成之列的兩側。橫 向加強件跨接於該些縱向植筋件之承載凹槽内。水泥構件 包覆該些縱向植筋件及橫向加強件。 依據本新型另一實施例，其中橫向加強件為鐵筋或加 強橫支。 5 M434798 依據本新型另—實施例 屬件。 依據本新型另一實施例 伤具有至少一 V型凹陷。 依據本新型另一實施例 板0 其中縱向植筋件為一 L型金 其中L型金屬件的直角彎折 其中該對模板為一對塑料模 法，：ΐ用本新型之止水墩灌漿組件及製作方 件固=:以::^ 拆裝止水墩«㉟件件於該些縱向植筋件上、 輕，脫模後的止水墩的牆面不但重量較木材模板 :筋件及橫向加強件後-二!=;= 【實施方式】 &請參照第1圖，其繪示依照本新型一實施例的一種止 水墩灌渡組件之立體示意圖。第2圖係繪示第】圖之止水 .域灌漿組件後之剖面示意圖。止水墩灌黎組件剛包 含模板⑽a、職）、塑角材（1〇4a、i〇4b)、縱向植筋 件no'橫向加強件1〇9以及定位框架1〇6等。當建築工 人欲以止水墩灌衆組件漏建造—條止水壞1〇8時，至少 需要一對模板（102a、102b)、一對條狀的塑角材（1〇4a、 6 M434798 l〇4b)、複數定位框架106、縱向植筋件no、橫向加強件 109以及複數固定件（105a、105b)。完成後的止水墩108 即水泥構件（凝固的水泥漿）包覆該些縱向植筋件110及 橫向加強件109 ’縱向植筋件110及橫向加強件1〇9兩者 皆有加強止水敬108牢固地定位於地板上的功用。 請參照第1、2圖’在定位模板前，先將複數個縱向植 筋件110沿止水缴預定位置排成一列，接著使用火藥擊釘 111將該些個縱向植筋件110固定於一地板101上。跨接一 橫向加強件109於該些縱向植筋件11〇之承載凹槽ii〇c 内。當一對模板（l〇2a、102b)定位於該些個縱向植筋件 110所形成之列的兩侧時，藉一對條狀塑角材（l〇4a、104b) 貼附於模板（102a、102b )外側的底邊，藉以定位模板 (102a、102b)的底邊的位置。接著，以複數定位框架1〇6 定位模板（102a、102b)之頂邊，且貼附於模板（i〇2a、 102b)之外側面以及條狀塑角材（l〇4a、104b)之頂面。 最後’以複數固定件（l〇5a、105b)將該些定位框架106 固定於該對條狀塑角材（104a、104b)之頂面，即可灌入 水泥漿（例如水泥、砂與七理石的混泥漿）於兩模板（l〇2a、 102b)之間以建造止水墩108。止水墩1〇8可藉縱向植筋 件110及橫向加強件109與地板101連接更穩固，以防止 地板101與止水墩之連接面的漏水或滲水。由第2圖 之剖面示意圖可知，建築工人使用止水墩灌漿組件1〇〇 時，只需以固定件U〇5a、105b)將定位框架106固定於 條狀塑角材（l〇4a、104b)之頂面即可，不需另以固定件 將定位框架106與模板（102a、102b)固定。固定件（l〇5a、 7 M434798 105b)可以是金屬釘或螺絲等，但不限於此。此外，橫向 加強件109直接跨接於該些縱向植筋件110之承載凹槽 ll〇c内’而不需另外以鐵絲綑綁橫向加強件1〇9於縱向植 筋件110上，因此施工非常快速。 請參照第1圖，止水墩108於門框區112之高度需降 低，因此可藉一對擋板（114a、114b)配合一對定位框架 (106a、106b)來達到門框區in之低止水墩的設計。具 體來說，先以定位框架（106a、106b)定義出門框區112 φ 的寬度，擋板（114a、114b)分別插設於兩模板（102a、 102b)之間，且擋板114a貼附於定位框架106a，而擋板 114b貼附於定位框架106b。擋板（114a、114b)的底邊離 地板的高度即門框區112之止水墩高度。當灌入水泥激 後，擋板（114a、114b)之間的門框區112，即可形成高度 較低的止水壞。 在上述實施例中，定位框架（106、106a、106b)為一 厚度2毫米之金屬板件，但定位框架並不限於金屬板件。 模板（102a、102b)為一對塑料模板’其厚度約1〇毫米， • 塑料之模板不但較木材模板重量輕，且脫模後的止水缴牆 面更為平整。模板（102a、1)的材料亦不限於塑膠材 料。條狀塑角材（l〇4a、104b)亦可為一對塑料塑角材， 有助於止水墩灌漿組件整體重量的減輕，因此易於被建築 工人所搬運。 請參照第3圖，其係繪示依照本新型一實施例的—種 土水墩灌漿組件之分解示意圖。定位框架106的設計需至 少達到兩個目的：（1)定位模板（102a、102b)之頂邊； 8 M434798 以及（2)貼附於模板（102a、102b)之外側面以及塑角材 (104a、104b)之頂面。因此’定位框架1〇6包含一定位 框106f以及一對彼此對稱的L形板106e。兩L形板l〇6e 彼此係鏡像對稱，且貼附於模板（l〇2a、102b)之外側面 以及塑角材（104a、l〇4b)之頂面。定位框106f連接於兩 L形板l〇6e之間，且彎折以行成一對定位槽（l〇6c、106d)。 定位槽106c用以套合於模板102a之頂邊，而定位槽106d 用以套合於模板102b之頂邊。因為定位框架106之定位槽 的設計，所以不需要以螺絲或鋼釘將框架106與模板 (102a、102b)固定，就能將模板（l〇2a、102b)的頂邊 定位’在拆、裝模板上亦更為省時與省工。當定位框架1〇6 組立於模板（l〇2a、102b)以及塑角材（i〇4a、104b)後， 就如第2圖所繪示之狀態。此時，需以固定件（1〇5a、1〇5b) 將定位框架106固定於條狀塑角材（104a、104b)之頂面， 使整個止水墩灌漿組件1〇〇能穩固的組立於地板1〇1上， 可供灌入水泥漿（例如水泥、砂與七理石的混泥漿）於兩 模板（102a、l〇2b)之間。縱向植筋件11〇包含一承載部 110a及一固定部110b。承載部u〇a的頂端具有一承載凹 槽ii〇c，藉以供橫向加強件109跨接於其内。固定部u〇b 用以供火藥擊釘111針穿而固定於一地板1〇1上（如第2 圖所、，、曰不）。在本實施例中，橫向加強件1〇9可以是鐵筋或 ^強h支所明『加強橫支』指的是乾式隔間牆内常用的 二向7接件帛以加強乾式隔間牆的強度之用。不管是鐵 助或加強橫f，都是建築產*中容易取得的建材。 在上述只私例中，定位框1〇6f以及兩彼此對稱的l形 9 請同^一第體4成=金屬板件，但並不揭限於此。 -實施例的；縱向植筋圖件:二第4第圖= 示依照本新型 之縱向植筋件的另一側二=圖本實==， =r:r板件，側視時成M434798 V. New description: [New technical field] The present invention relates to a building component, and in particular to a component for building a water stop sign. [Prior Art] There are many leak-proof architectural designs in general buildings, and the design of the water stop pier is one of them. The water stop pier can be used at the bottom of the partition wall to effectively prevent leakage or water seepage of the partition wall. The method of constructing the water stop pier in the Xizhi Building Apartment, if it is built by grouting, first construct the formwork and then pour the cement slurry of the water stop pier (for example, a mixture of cement, sand and slate) into the formwork. After the slurry solidifies, it can be demolded into a water pier. If it is necessary to construct a water stop pier of the same design or of the same size in different apartments in the same building, the formwork must be repeated and the grouting and demoulding must be repeated to construct the water stop pier. However, in the conventional way of constructing the water stop pier, each time the template is constructed, Lu must perform a large amount of measurement work (for example, measuring the distance between the two templates), and the reused template needs to be continuously disassembled, the above Both jobs require a lot of man-hours, so labor costs increase. In addition, at present, the water stop pier is constructed by means of planting reinforcement so that the water stop pier is firmly fixed on the floor. Before the planting of the ribs, it is necessary to drill holes in the floor, then put the steel bars into the glue and fill the glue, and then the cement is solidified before the cement is grouted. Drilling, filling in adhesives, and other adhesive curing steps will lengthen the man-hours of the pier. In view of this, the way to construct a water pier in a building apartment requires a more innovative approach to solving the above problems. 4 M434798 [New content] Therefore, one of the objects of the present invention is to provide an improved water stop pier and its grouting assembly. In accordance with the above objects of the present invention, a water stop pier is provided which includes a plurality of longitudinal stiffeners, a transverse stiffener and a cement member. A plurality of longitudinal planting members are arranged in a row and are fixed to a floor by gunpowder. Each longitudinal stiffener has a load-bearing groove. The transverse stiffener is bridged into the bearing grooves of the φ longitudinal stiffeners. The cement member encloses the longitudinal reinforcement members and the lateral reinforcement members. According to another embodiment of the present invention, the lateral reinforcement member is an iron rib or a reinforcing cross member. According to another embodiment of the present invention, the longitudinal stiffening member is an L-shaped metal member. According to another embodiment of the present invention, the right-angled bent portion of the L-shaped metal member has at least one V-shaped recess. • In accordance with the above objects of the present invention, a water stop pier grouting assembly is provided that includes a plurality of longitudinal stiffeners, a pair of stencils, a transverse stiffener, and a cementitious member. A plurality of longitudinal planting members are arranged in a row, and are fixed to a floor by gunpowder nailing, and each of the longitudinal planting members has a bearing groove. The pair of stencils are positioned on both sides of the columns formed by the longitudinal rib members. The transverse stiffeners are bridged into the bearing recesses of the longitudinal stiffeners. The cement member covers the longitudinal reinforcement members and the lateral reinforcement members. According to another embodiment of the present invention, the lateral reinforcement member is an iron rib or a reinforcing cross member. 5 M434798 According to another embodiment of the present invention. According to another embodiment of the present invention, the wound has at least one V-shaped depression. According to another embodiment of the present invention, the longitudinal reinforcement member is an L-shaped gold, wherein the L-shaped metal member is bent at a right angle, wherein the pair of templates is a pair of plastic molding methods, and the water stop pier grouting assembly of the present invention is used. And the production of the square parts =: to:: ^ disassembly of the water stop pier «35 pieces on these longitudinal planting parts, light, the wall of the water stop pier after demoulding not only the weight of the wood template: the reinforcement and Lateral reinforcement member - two! =; = [Embodiment] & Please refer to FIG. 1 , which is a perspective view of a water stop pier irrigation assembly according to an embodiment of the present invention. Fig. 2 is a schematic cross-sectional view showing the water stop of the first section of the grouting assembly. The water stop pier irrigation assembly just includes the template (10) a, occupation), plastic angle (1〇4a, i〇4b), longitudinal reinforcement no' lateral reinforcement 1〇9 and positioning frame 1〇6. When a construction worker wants to build a leak-proof pier with a water-stop pier, the water block is 1〇8, at least one pair of templates (102a, 102b) and a pair of strip-shaped plastic angles (1〇4a, 6 M434798 l〇) 4b), a plurality of positioning frames 106, longitudinal stiffeners no, lateral stiffeners 109, and a plurality of fasteners (105a, 105b). After completion, the water stop pier 108, that is, the cement member (solidified cement slurry) covers the longitudinal planting member 110 and the lateral reinforcement member 109. Both the longitudinal planting member 110 and the lateral reinforcing member 1〇9 are enhanced to stop water. The respect of 108 is firmly positioned on the floor. Referring to Figures 1 and 2, before the positioning template, a plurality of longitudinal implant members 110 are arranged in a row along the predetermined position of the water stop, and then the longitudinal implant members 110 are fixed to the same by using the gunpowder nails 111. On the floor 101. A transverse stiffener 109 is bridged into the load-bearing recesses 〇 〇 c of the longitudinal stiffeners 11 . When a pair of templates (l〇2a, 102b) are positioned on both sides of the columns formed by the longitudinally-arc-shaped members, a pair of strip-shaped plastic angles (l〇4a, 104b) are attached to the template (102a) , 102b) the outer bottom edge, whereby the position of the bottom edge of the template (102a, 102b) is located. Next, the top edge of the template (102a, 102b) is positioned by the plurality of positioning frames 1〇6, and attached to the outer side of the template (i〇2a, 102b) and the top surface of the strip-shaped plastic angle material (10a, 104b) . Finally, the positioning frame 106 is fixed to the top surface of the pair of strip-shaped plastic angle materials (104a, 104b) by a plurality of fixing members (l〇5a, 105b), so as to be poured into the cement slurry (for example, cement, sand and rock. The mud is between the two templates (l〇2a, 102b) to construct the water stop pier 108. The water stop pier 1 8 can be more stably connected to the floor 101 by the longitudinal reinforcement member 110 and the lateral reinforcement member 109 to prevent water leakage or water seepage from the connection surface between the floor panel 101 and the water stop pier. It can be seen from the cross-sectional view of Fig. 2 that when the construction worker uses the water stop pier grouting assembly 1 , the positioning frame 106 is fixed to the strip-shaped plastic angle material (l〇4a, 104b) by the fixing members U〇5a, 105b). The top surface can be fixed without fixing the positioning frame 106 and the template (102a, 102b) with a fixing member. The fixing members (l〇5a, 7 M434798 105b) may be metal nails or screws, etc., but are not limited thereto. In addition, the lateral reinforcement member 109 is directly bridged into the bearing recesses 〇c of the longitudinal rib members 110 without the need to additionally bundle the transverse reinforcement members 1 〇 9 on the longitudinal rib members 110, so the construction is very fast. Referring to FIG. 1 , the height of the water stop pier 108 in the door frame area 112 needs to be lowered, so that a pair of baffles (114a, 114b) can be used to match the pair of positioning frames (106a, 106b) to achieve the low water stop of the door frame area. Pier design. Specifically, the width of the door frame area 112 φ is defined by the positioning frame (106a, 106b), and the baffles (114a, 114b) are respectively inserted between the two templates (102a, 102b), and the baffle 114a is attached to The frame 106a is positioned while the baffle 114b is attached to the positioning frame 106b. The height of the bottom edge of the baffle (114a, 114b) from the floor is the height of the quay pier of the door frame region 112. When the cement is poured, the door frame region 112 between the baffles (114a, 114b) forms a lower water stop. In the above embodiment, the positioning frame (106, 106a, 106b) is a metal plate member having a thickness of 2 mm, but the positioning frame is not limited to the metal plate member. The stencils (102a, 102b) are a pair of plastic slabs having a thickness of about 1 mm. • The plastic stencil is not only lighter than the wood stencil, but also has a flatter water-repellent wall after demolding. The material of the template (102a, 1) is also not limited to plastic materials. The strip-shaped plastic angle material (l〇4a, 104b) can also be a pair of plastic plastic angle materials, which helps to reduce the overall weight of the water stop grouting assembly and is therefore easy to be transported by the construction workers. Please refer to FIG. 3, which is a schematic exploded view of a soil water pier grouting assembly according to an embodiment of the present invention. The design of the positioning frame 106 needs to achieve at least two purposes: (1) positioning the top edge of the template (102a, 102b); 8 M434798 and (2) attaching to the outside of the template (102a, 102b) and the plastic angle (104a, 104b) The top surface. Therefore, the positioning frame 1〇6 includes a positioning frame 106f and a pair of L-shaped plates 106e that are symmetrical to each other. The two L-shaped plates l〇6e are mirror-symmetrical to each other, and are attached to the outer sides of the template (10a, 102b) and the top surface of the plastic angle members (104a, 104b). The positioning frame 106f is connected between the two L-shaped plates 16e and 6e, and is bent to form a pair of positioning grooves (l〇6c, 106d). The positioning groove 106c is for fitting to the top edge of the template 102a, and the positioning groove 106d is for fitting to the top edge of the template 102b. Because of the design of the positioning groove of the positioning frame 106, it is not necessary to fix the frame 106 and the template (102a, 102b) by screws or steel nails, and the top edge of the template (l〇2a, 102b) can be positioned and removed. The template is also more time-saving and labor-saving. When the positioning frame 1〇6 is assembled in the formwork (1〇2a, 102b) and the plastic angled material (i〇4a, 104b), it is in the state shown in Fig. 2. At this time, the positioning frame 106 is fixed to the top surface of the strip-shaped plastic angle members (104a, 104b) by fixing members (1〇5a, 1〇5b), so that the entire waterstop grouting assembly 1 can be stably assembled. On the floor 1〇1, it can be poured into the cement slurry (for example, cement, sand and silty mud) between the two templates (102a, l〇2b). The longitudinal planting member 11A includes a bearing portion 110a and a fixing portion 110b. The top end of the carrier portion u〇a has a bearing recess ii 〇c for the lateral stiffener 109 to be bridged therein. The fixing portion u〇b is used for fixing the gunpowder nail 111 to a floor 1〇1 (as shown in Fig. 2, 曰, 曰). In this embodiment, the lateral reinforcement member 1〇9 may be an iron rib or a strong h branch. The “enhanced transverse branch” refers to a commonly used two-way 7-piece 干 in the dry compartment wall to strengthen the dry compartment wall. For strength. Whether it is iron support or strengthening horizontal f, it is a building material that is easy to obtain in building*. In the above private example, the positioning frame 1〇6f and the two mutually symmetrical l-shaped 9 are the same as the first body 4=metal plate, but are not limited thereto. - Embodiment of the longitudinally implanted ribs: 2nd 4th figure = the other side of the longitudinally reinforced component according to the present invention = = Fig. ==, =r:r plate, side view
H料由一承载部施及一 屬1千L 部110a的頂端具有 °p 11〇b所構成。承載 折部份具有至少—v型凹陷^ =型金屬件的直角彎 固定部nob之_直肖使载部⑽與 並不限制於本實的外形 形的金屬板件，口要：供上!件，也不限制於-體成 / 強件跨接及供火藥擊釘釘 穿而固疋於-地板上，均是合適的外形及設計。 =上^本新型實施方式可知’應用本新型之止水缴灌 ’ κ及作方法，建築卫人可以用較短時間及較方便的 方式將縱向植筋件固定於地板上、跨接橫向加強件於該些 縱向植筋件上、拆裝止水墩灌漿組件，且塑料模板不但重 量較木材模板輕，脫模後的止水墩的牆面也較為平整。此 外，增加縱向植筋件及橫向加強件後的止水墩，能更穩固 的形成於地板上。 雖然本新型已以實施方式揭露如上，然其並非用以限 定本新型，任何熟習此技藝者，在不脫離本新型之精神和 範圍内，當可作各種之更動與潤飾，因此本新型之保護範 圍當視後附之申請專利範圍所界定者為準。 10 M434798 【圖式簡單說明】 為讓本新型之上述和其他目的、特徵、優點與實施例 能更明顯易懂，所附圖式之說明如下： 第1圖係繪示依照本新型一實施例的一種止水墩灌漿 組件之立體示意圖。 第2圖係繪示第1圖之止水墩灌漿組件灌漿後之剖面 示意圖。 第3圖係繪示依照本新型一實施例的一種止水墩灌漿 φ 組件之分解示意圖。 第4圖係繪示依照本新型一實施例的一種縱向植筋件 側視圖。 第5圖係繪示第4圖之縱向植筋件的另一侧視圖。 【主要元件符號說明】 100 :止水墩灌漿組件 101 :地板 • 102a:模板 102b :模板 104a :塑角材 104b :塑角材 105a :固定件 105b :固定件 106 :定位框架 106a :定位框架 M434798 106b :定位框架 106c :定位槽 106d :定位槽 106e : L形板 106f :定位框 108 :止水墩 109 :橫向加強件 110 :縱向植筋件 110a :承載部 110b :固定部 110c :承載凹槽 110d : V型凹陷 111 :火藥擊釘 112 :門框墩座 114a :擋片 114b :擋片The H material is composed of a carrier portion to which a tip end of the one-thousand-L-L portion 110a is provided with °p 11〇b. The load-bearing portion has a right-angled bent portion nob of at least a v-shaped recessed metal member, and the carrier portion (10) and the metal plate member that is not limited to the actual shape of the shape are provided for: The parts are also not limited to the body shape / strong parts bridging and nailing through the gunpowder and solidified on the floor, are suitable shape and design. =上上 The new embodiment shows that 'the application of the new type of water-stopping κ' and the method, the building guard can fix the longitudinal planting elements on the floor in a shorter time and in a more convenient way, and strengthen the cross-span The water-filled pier grouting assembly is disassembled on the longitudinal planting members, and the plastic template is not only lighter than the wood formwork, but also the wall surface of the water stop pier after demolding is relatively flat. In addition, the water-stop piers after the longitudinal reinforcement members and the lateral reinforcement members are added can be more stably formed on the floor. Although the present invention has been disclosed in the above embodiments, it is not intended to limit the present invention. Any one skilled in the art can make various changes and retouchings without departing from the spirit and scope of the present invention. The scope is subject to the definition of the scope of the patent application attached. 10 M434798 BRIEF DESCRIPTION OF THE DRAWINGS The above and other objects, features, advantages and embodiments of the present invention will become more apparent and understood. A three-dimensional schematic diagram of a water stop pier grouting assembly. Fig. 2 is a schematic cross-sectional view showing the grouting of the water pier grouting assembly of Fig. 1 after grouting. 3 is a schematic exploded view of a water stop pier grouting φ component according to an embodiment of the present invention. Figure 4 is a side elevational view of a longitudinal stiffening member in accordance with an embodiment of the present invention. Fig. 5 is another side view showing the longitudinal planting member of Fig. 4. [Main component symbol description] 100: water stop grouting assembly 101: floor • 102a: template 102b: template 104a: plastic angle material 104b: plastic angle material 105a: fixing member 105b: fixing member 106: positioning frame 106a: positioning frame M434798 106b: Positioning frame 106c: positioning groove 106d: positioning groove 106e: L-shaped plate 106f: positioning frame 108: water stop pier 109: transverse reinforcement 110: longitudinal reinforcement member 110a: bearing portion 110b: fixing portion 110c: bearing groove 110d: V-shaped recess 111: gunpowder nail 112: door frame podium 114a: flap 114b: flap