M424235 五、新型說明： 【新型所屬之技術領域】 本新型是有關於一種模具，特別是指一種彈性模具 【先前技術】 現代營造工程技術日益提升，而在灌浆使用的模板也 愈來愈受重視，由於一般常用的模板是用木板與釘子釘合 ，但此種模板在組裝時是逐一釘合，費時又費力，用完= 又需拆卸，在多次拆裝過程中’木板易損壞、不耐用、使 用壽命不長，因此，有業者提出一種塑膝製的模板，易施 工、耐久性高。 參閱圖1 ’為中華民國公告第1247842號「混凝土灌設 用模板」，該案所揭示的模板丨包含一基壁u，及二由該美 :11向外垂直延伸的側壁12,該基壁u具有一混凝：二 叹面111，而每一側壁12並設有一垂直該混凝土灌設面 的槽部12卜在使用上，將兩_板丨以該基壁n的混凝 土灌設面1U才目對組成一模組單& 15,並使多數模組單元 15以該模板i的側壁12相互抵頂，藉此利用該等模組單元 15圍繞界定出-可供該混凝土漿灌入的填充空間1〇〇,此 時每一側壁12的槽部121與相鄰模組單元15之側壁以的 槽。P 121也相對應接合，制該模組單元15兩側分別設有 仏跨件13 ’及多數鎖固件14穿設於該橫跨件13與相對 應槽部⑵之間，以使該等模板i結合固定，如此，在混 疑土漿▲漿時，該等模& 1不會被擠壓而向外膨脹。之後 待》亥犯凝土聚固化後，將該橫跨件13、鎖固件Μ拆除，再 3 M424235 移除該等模板卜構成—混凝土結構物。 由於該等模板i是以摒接的方式圍繞出該填充"1〇〇 ’因此當該等模板i多次使用、變形後，該混凝土漿易從 該等模板1之間的間_漏，以致所成型的混凝土結構物 表面不平整’後續還需要再進行整平粉光作業，施工耗 時’且材料成本也會增加。 【新型内容】 *因此本新型之目的，即在提供一體成型無間隙、脫 模後物件表面平滑的彈性模具。 於是，本新型彈性模具，用以供一混凝土漿固化成型 為-混凝土結構物，並包含一由可撓性材料且製成且一體 成型的本體，及二設於該本體上的扳動件。 該本體具有一形成於内部的容置空間，及一可使該容 置空間與外界相通的第一開口，且使該混凝土漿可由該第 開口輸入至該容置空間中❶該等扳動件設於該本體外表 面的兩相反位置且鄰近該第一開口處，當一外力施作於該 等扳動件上，能使具撓性的該本體產生形變，而能讓固化 成型於該容置空間内的該混凝土結構物脫離該本體。 本新型之功效在於，藉由該本體是一體成型，因此當 該容置空間灌設該混凝土漿後，不會有該混凝土漿洩漏的 問題，另外，由於該本體為可撓性材料所製成，當該容置 空間内的該混凝土漿固化成型後，施力於該等扳動件上使 該本體撓曲、變形，能輕易將該本體與混凝土結構物剝離 4 M424235 【實施方式】 有關本新型之前述及发 义夂具他技術内谷、特點與功效， 以下配合參考圖式之= 仕 飞一個較佳實施例的詳細說明中， 清楚的呈現。 ^ 在本新型被詳細描述之前，要注意的是，在以 明内容中，類似的元件是以相同的編號來表示。 -M424235 V. New description: [New technical field] The new type is related to a mold, especially an elastic mold. [Prior Art] Modern construction engineering technology is increasing, and the template used in grouting is getting more and more attention. Because the commonly used templates are nailed with wooden boards and nails, such templates are nailed one by one during assembly, which is time-consuming and laborious. When used up, it needs to be disassembled. In the process of multiple disassembly and assembly, the board is easy to damage, not Durable and not long-lasting, therefore, some manufacturers have proposed a template made of plastic knees, which is easy to construct and has high durability. Referring to Figure 1 'for the Republic of China Announcement No. 1247842, "Template for Concrete Filling", the template 揭示 disclosed in the present case comprises a base wall u, and two side walls 12 extending perpendicularly outward from the beauty: 11 u has a coagulation: two singles 111, and each side wall 12 is provided with a groove portion 12 perpendicular to the concrete filling surface. In use, the two slabs are slabed with the concrete wall 1U of the base wall n In order to form a module list & 15, and a plurality of module units 15 are abutted against each other by the side walls 12 of the template i, thereby defining the module unit 15 for the purpose of filling the concrete slurry The filling space is 1 〇〇, at this time, the groove portion 121 of each side wall 12 and the groove of the side wall of the adjacent module unit 15. The P 121 is also correspondingly engaged, and the two sides of the module unit 15 are respectively provided with a spanning member 13' and a plurality of fasteners 14 are disposed between the cross member 13 and the corresponding groove portion (2) to make the templates i is fixed in combination, so that when the slurry is mixed, the mold & 1 is not squeezed and expands outward. After the concrete is solidified, the cross member 13 and the fastener Μ are removed, and then 3 M424235 removes the template to form a concrete structure. Since the template i surrounds the filling "1〇〇 in a splicing manner, the concrete slurry is easily detached from the template 1 after the template i is used and deformed multiple times. As a result, the surface of the formed concrete structure is not flat. In addition, it needs to be leveled and powdered, and the construction takes time and the material cost will increase. [New content] * Therefore, the purpose of the present invention is to provide an elastic mold which is smooth in the surface of the object after the integral molding without gaps and after demolding. Thus, the novel elastic mold is used for solidifying a concrete slurry into a concrete structure, and comprises a body made of a flexible material and integrally formed, and a trigger member disposed on the body. The main body has an accommodating space formed therein, and a first opening that allows the accommodating space to communicate with the outside, and the concrete slurry can be input into the accommodating space from the first opening Provided at opposite positions of the outer surface of the body and adjacent to the first opening, when an external force is applied to the trigger members, the flexible body can be deformed, and the curing can be formed in the capacity The concrete structure within the space is detached from the body. The utility model has the effect that the body is integrally formed, so that when the concrete space is filled in the accommodating space, there is no problem that the concrete slurry leaks, and in addition, the body is made of a flexible material. After the concrete slurry in the accommodating space is solidified and molded, the body is biased and deformed by flexing and deforming the body, and the body and the concrete structure can be easily peeled off. 4 M424235 [Embodiment] The new type of the above-mentioned and the meaning of the genius of the technology, the characteristics and the efficacy, the following with reference to the figure = Shifei a detailed description of a preferred embodiment, clearly presented. ^ Before the present invention is described in detail, it is to be noted that in the description, similar elements are denoted by the same reference numerals. -
參閱圖2與圖3’本新型彈性模具2,用以供一混凝土 漿固化成型為-混凝土結構物，本新型彈性模$ 2之第— 較佳實施例，包含—由可撓性材料製成且-體成型的本體3 、二設於該本體3上的扳動件4，及多數設 表面的補強肋6。 外 該本體3是可繞性材料製成，並具有一形成於内部的 容置空間3卜及一可使該容置空間31與外界相通的第一開 口 32 ’同時’該本體3的内表面光滑平整且邊角均呈圓弧 導角形態。該等扳動件4設於該本體3外表面的兩相反位 置且鄰近該第一開口 32處。Referring to Figures 2 and 3', the novel elastic mold 2 is used for solidifying a concrete slurry into a concrete structure. The first embodiment of the present invention is made of a flexible material. The body-formed body 3, the triggering member 4 disposed on the body 3, and the plurality of surface-providing reinforcing ribs 6. The body 3 is made of a slidable material, and has an accommodating space 3 formed therein and a first opening 32 ′ which allows the accommodating space 31 to communicate with the outside. Smooth and flat and the corners are in the form of a circular arc. The triggering members 4 are disposed at opposite positions of the outer surface of the body 3 and adjacent to the first opening 32.
參閱圖3、圖4 ’使用上，是將該混凝土衆由該本體3 的第一開口 32灌入該容置空間31，另外，由於該本體3是 可撓性材料製成，加上設置於該本體3外表面上的補強肋6 提供支撐的強度，因此該本體3具有彈性及強度能抵擋該 混凝土產生的側向壓力，在該混凝土漿灌入時不會變形， 同時，該本體3為一體成型，因此不會有該混凝土漿從本 體3的間隙間·;贫漏的問題。 當該混凝土漿固化為混凝土結構物7丨後，由於該本體 5 M424235 3具有撓性，因此施力於該等扳動件4上，使具有撓性的該 本體3產生撓屈變形後，再如箭頭所示向外向下拉動到如 假想線所㈣位置，使該混凝土結構物71由該本體3的第 一 # 口 32脫離、分開’此外，該本體3的内表面邊角均呈 圓弧導角’更有利於脫模作業，另外該本It 3的内表面光 滑平整，固化後的該騎土結構物71表面同樣平整，不需 再做抹平、修整的施工作業。 參閱圖5,為本新型彈性模具2之第二較佳實施例，與 第一較佳實施例大致相同，不同的地方在於，該本體3還 具有-與該第-開口 32位於同—中心軸線上的第二開口 ^ ，另外’該彈性模具2還包含一結合單元5，該結合單元5 包括有-設置在該本體3頂面的第一結合件51，及一設於 該本體3底面且位於與該第—結合件51相反位置處之第二 結合件52。特別說明的是，在本實施例中社人 51是二凸塊，而該第二結合件52是二凹槽，二：：： …第二結合…態樣、數量不以此為一限弟二 如凸柱與凹孔的形式。 使用上是將該彈性模具2放置於地面8上，藉以封閉 該本體3的第二開口 33，此時再將該混凝土漿由該第一開 口 32灌人該本體3的容置空間31，待該混凝土漿固化後， 仍可比照第一較佳實施例之脫模方式進行脫模。 另外參閱圖6’若是需要成型出體積較大的混凝土結 構物72時，則可將二個彈性模具2上下彼此疊合。 使上層的該彈性模具2,的結合單元5之第二結合件52 M424235 與下層的該彈性模具2的結合單元5之第一結合件5i相結 合而疊置成-體，之後再將該混凝土漿灌入該等本體3相。 ^通的容置空3卜在該混凝土襞固化成型為混凝土結構 72後’施力於該等扳動件4上使該本體3撓曲變形並 如箭頭所示向外向下拉動該本體3至如假想線所示的位置 •’同樣有易於使該本體3與該混凝土結構物72分離及脫 模後的該混凝土結構物72表面光滑平整的優點。Referring to FIG. 3 and FIG. 4 'in use, the concrete is poured into the accommodating space 31 from the first opening 32 of the body 3, and further, since the body 3 is made of a flexible material, The reinforcing rib 6 on the outer surface of the body 3 provides the strength of the support, so that the body 3 has elasticity and strength to withstand the lateral pressure generated by the concrete, and does not deform when the concrete slurry is poured, and the body 3 is It is integrally formed, so there is no problem of the leakage of the concrete slurry from the gap of the body 3. After the concrete slurry is solidified into a concrete structure, since the body 5 M424235 3 has flexibility, the force is applied to the trigger members 4, and the flexible body 3 is flexed and deformed. Pulling outwardly to the position of the imaginary line (4) as indicated by the arrow, the concrete structure 71 is detached and separated from the first port 32 of the body 3. In addition, the inner surface corners of the body 3 are arcs. The lead angle 'is more favorable for demolding operation, and the inner surface of the It 3 is smooth and flat, and the surface of the riding structure 71 after curing is also flat, and no need to be smoothed or trimmed. Referring to FIG. 5, a second preferred embodiment of the present elastic mold 2 is substantially the same as the first preferred embodiment, except that the body 3 further has a same-center axis as the first opening 32. a second opening ^ on the line, and the 'the elastic mold 2 further includes a bonding unit 5, the bonding unit 5 includes a first coupling member 51 disposed on a top surface of the body 3, and a bottom portion of the body 3 The second coupling member 52 is located at a position opposite to the first coupling member 51. In particular, in this embodiment, the social person 51 is a two-bump, and the second joint member 52 is a two-groove, and the second:::...the second combination...the number is not a limit. Second, in the form of a stud and a recess. In use, the elastic mold 2 is placed on the ground 8 to close the second opening 33 of the body 3. At this time, the concrete slurry is poured from the first opening 32 into the accommodating space 31 of the body 3. After the concrete slurry is cured, it can still be demolded in the demolding manner of the first preferred embodiment. Referring additionally to Fig. 6', if it is necessary to form a large-sized concrete structure 72, the two elastic molds 2 can be stacked one on another. The second bonding member 52 M424235 of the bonding unit 5 of the upper layer of the elastic mold 2 is combined with the first bonding member 5i of the bonding unit 5 of the lower elastic mold 2 to be stacked, and then the concrete is laminated. The slurry is poured into the three phases of the body. After the solid concrete is solidified into the concrete structure 72, the force is applied to the trigger members 4 to flexure the body 3 and pull the body 3 outward as indicated by the arrow. The position shown in the imaginary line has the advantage that the surface of the concrete structure 72 which is easy to separate and demold the body 3 from the concrete structure 72 is smooth and flat.
特別說明的是，本實施例所疊合的彈性模具2數量 以兩個為限，也可依使用需求疊合三個，或三個以上的： 性模具2上下彼此疊合。 :閱圖7’為本新型彈性模具2的第三實施例，與第_ 較佳實施例大致相同’不同的地方在於，該彈性模具、It is to be noted that the number of the elastic molds 2 stacked in this embodiment is limited to two, and three or more than three or three or more molds may be stacked one on another. 7A is a third embodiment of the novel elastic mold 2, which is substantially the same as the first preferred embodiment. The difference is that the elastic mold,
包含該結合單元5 ’該結合單元5包括該第一結合件、51及 第二結合件52。使用上可與第二較佳實施例所示之彈性模 =2搭配在一起使用’藉由該結合單元5上下疊合而能如 苐-較佳實施例所述般成型出—較大體積的混凝土結構物 〜、在脫模時，位於上層㈣性模具2，可如同前述方 行脫模以與該混凝土社槿物八雜 且2…拉 位於下層的彈性模 ” 2於脫拉8" ’則是先將已固化的混凝土結構物73橫置， 再對該彈性模具2兩側的扳動件4施以向外 ㈣模具2’方向的拉力，配合具撓性之本體3的形變，2 ^於下層的彈性模4 2亦能輕易地與該混凝土結構物73 由以上說明可知 本新型彈性模具2在實用上確實存 7 M424235 在下列功效： i易於脫模： 本新型彈性模具2的本體3由可撓性材料製成，在該 混凝土漿固化後，施力於該等扳動件4上即可使該本體3 撓屈變形，與該混凝土結構物71脫離，同時配合本體3 的内表面邊角呈圓弧導角設計，更有利於脫模作業。 2. 混凝土漿不會從間隙間溢出： 由於該本體3是一體成型，沒有接縫處，因此在該混 凝土漿4入4谷置空間3 1時，不會發生混凝土漿洩漏的 問題，所以在脫模後，該混凝土結構物71的表面光滑、 平整，不需再做表面抹平、修飾的作業。 3. 在使用上能節省作業工時： 由於該本體3為一體成型’不需有拆組裝及拼接的動 作，此外如上所述，該混凝土結構物71的表面光滑 '平 整不需做表面抹平、修飾的作業，因此能減少作業上的工 作時間》 4.泛用性高： 配合使用多個彈性模具2上下疊合，可依需求成型出 較大的該混凝土結構物72、73,提供多種選擇及高泛用 性。 >t_L·所述本新型彈性模具2藉由該本體3是一體成 型，因此不會有該混凝土聚漏 采/¾漏的問碭，另外，當該混凝 土固化為混凝土結構物7]接 傅初後，由於该本體3具有撓性，因 此施力於扳動件4上讜兮★赫,枝儿 凑。X本體3撓曲、變形，能容易地使 8 »1^4235 該混凝土結構物71由該本體3脫離、分開，另外該本體〕 的内表面光滑平整，因此脫模後的該混凝土結構物71表面 不需再做修飾，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1仍 屬本新型專利涵蓋之範圍内。 【圖式簡單說明】 圖1是一立體圖，說明中華民國公告第1247842號「混 凝土灌設用模板」發明專利案； 圖2是一立體圖，說明本新型彈性模具的第一較佳實 施例； 圖3是一剖面圖’輔助說明圖2; 圖4是一剖面圖，說明該坌… . 弟較佳實施例的使用狀態 > 圖5是-剖面圖，說明本新型彈性模具的第二較佳實 施例； 圖6是一剖面圖’說明該坌 第一較佳貫施例的使用狀態 ;及 圖7是一剖面圖 佳實施例結合的態樣（ 說明該第二較佳實施例與一第三較 9 M424235 【主要元件符號說明】 2…… ••…彈性模具 51 ·· 3…… ••…本體 52·. 31··.·. •…容置空間 6 ... 32…·· …··第一開口 71 ·· 33 •…第二開口 72·· 4…… •…扳動件 73·· 5…… •…結合單元 8… 第一結合件 第二結合件 補強肋 混凝土結構物 混凝土結構物 混凝土結構物 地面 10The bonding unit 5' is included. The bonding unit 5 includes the first bonding member 51 and the second bonding member 52. It can be used in combination with the elastic mold = 2 shown in the second preferred embodiment. By the superposition of the bonding unit 5, it can be formed as described in the preferred embodiment - a larger volume The concrete structure ~, when demolding, is located in the upper layer (four) mold 2, which can be demoulded as in the above-mentioned square to make the elastic mold in the lower layer with the concrete body. 2 in the lower layer 8" Then, the solidified concrete structure 73 is first placed transversely, and then the pulling member 4 on both sides of the elastic mold 2 is subjected to a pulling force in the direction of the outer (four) mold 2', and the deformation of the flexible body 3 is matched, 2 ^ The lower elastic mold 42 can also easily be used with the concrete structure 73. From the above description, the novel elastic mold 2 is practically stored in the following functions: i is easy to demould: the body of the novel elastic mold 2 3 is made of a flexible material. After the concrete slurry is solidified, the body 3 is flexibly deformed by applying force to the triggering members 4, and is detached from the concrete structure 71, and is matched with the inside of the body 3. The corners of the surface are designed with a circular arc lead angle, which is more conducive to demoulding. 2. The concrete slurry does not overflow from the gap: Since the body 3 is integrally formed without joints, when the concrete slurry 4 enters the 4 valley space 3 1 , the problem of leakage of the concrete slurry does not occur, so After demolding, the surface of the concrete structure 71 is smooth and flat, and no need to finish the surface smoothing or finishing operation. 3. The working time can be saved in use: Since the body 3 is integrally formed, there is no need to have The action of disassembling and splicing, in addition to the above, the surface of the concrete structure 71 is smooth and flat without the need for surface smoothing and finishing work, thereby reducing the working time on the work. 4. High versatility: Coordination By using a plurality of elastic molds 2 stacked one on top of the other, the larger concrete structures 72, 73 can be formed according to requirements, providing various options and high versatility. >t_L· The novel elastic mold 2 is provided by the body 3 is a one-piece molding, so there is no problem of the concrete leakage leakage/3⁄4 leakage. In addition, when the concrete is solidified into the concrete structure 7], since the body 3 has flexibility, the force is applied to On the trigger 4谠兮★赫,枝枝. The X body 3 is flexed and deformed, and the concrete structure 71 can be easily detached and separated from the body 3, and the inner surface of the body is smooth and flat, so The surface of the concrete structure 71 after demolding does not need to be modified, and the object of the present invention can be achieved. However, the above description is only a preferred embodiment of the present invention, and the present invention cannot be limited thereto. The scope, that is, the simple equivalent change and modification 1 made by the new patent application scope and the new description content is still within the scope covered by the new patent. [Simplified illustration] Figure 1 is a perspective view showing the Republic of China announcement FIG. 2 is a perspective view showing a first preferred embodiment of the present elastic mold; FIG. 3 is a cross-sectional view 'auxiliary description FIG. 2; FIG. 4 is a cross section. Fig. 5 is a cross-sectional view showing a second preferred embodiment of the elastic mold of the present invention; Fig. 6 is a cross-sectional view showing the first comparison of the crucible Good The state of use of the example; and FIG. 7 is a combination of a preferred embodiment of the cross-sectional view (illustrating the second preferred embodiment and a third comparative example 9 M424235 [Major component symbol description] 2... ••...elastic mold 51 ·· 3... ••...body 52·. 31··.·.•... accommodation space 6 ... 32...·····first opening 71 ·· 33 •...second opening 72·· 4 ...... •...Flip member 73·· 5... •...Binding unit 8... First joint member Second joint member Reinforcement rib Concrete structure Concrete structure Concrete structure Floor 10