M316907 八、新型說明： 【新型所屬之技術領域】 器 本新型是有關於-種駭器，特料指—種模板固定 【先前技術】 如圖1所不，當以水泥灌漿方式構築牆壁等結構物 般牆壁灌漿模型，大多是左、右間隔地設置多數模板 u並於及等左；^間隔之模板u的相向侧面間_多數支 撑桿12 ’避免該等模板u相向位移靠近而變形，並將多數 左右延伸之螺桿14分別貫穿二左、右間隔相向之模板^後 ’將-定位桿13跨設於上、下間隔之多數螺桿14上，最 後，再以多數螺帽15分別螺設於螺桿14之左、右端部， 迫㈣等定位桿13相向靠抵於該等模板11外側面，使得該 等核板11亦無法相背位移變形，然後，才以水泥進行灌聚 作業。但因該等模板固㈣，還得另外架設該等支撐桿 ’才可避免該等模板u相向位移變形，相當不便。 目前有業树發出另-種„模板固定方法，如新型 專=A :第332232號，該方法是先將—水泥纖維板直立設 置疋位後，再以__螺絲桿貫穿纖維板並螺設於—靠抵於纖 維板另—側面的固定拉桿上，再將—外模板套固於該螺絲 桿^靠抵於纖維板外側面。接著，才再將另—纖維板直 立罪抵設置於固定拉桿之另—端面，且以另一螺絲桿貫穿 ㈣維板而螺設於固定拉桿另—端部，最後，再將另一外 設定位於螺絲桿上並靠抵於纖維板外側面。雖然該 M316907 方法可藉由該固定拉桿與該等外模板之設置方式，可使該 等纖維板無法相向與袓背位移地定位，而改善傳統需另外 設置定位桿的缺點，但因該灌漿用模板築設時，得先將固 定拉桿與螺絲桿固定一側之識維板後，才可再組裝外模板 與另一側之纖維板與外模板，所以該灌漿模板之組裝固定 方法相當繁瑣麻煩而不便，且不適用於組裝在已預先築設 之左右間隔模板間。 【新型内容】 口此本新型之目的，即在提供一種方便使用之模板 固定器。 於是，本新型模板固定器，適用於組裝在已左右間隔 相向之模板間，且該等模板分別具有—相向對稱之穿孔， 該模板固U包含-可貫穿該等模板之穿孔而以其左右端 面仏忒等扠板相向限位靠抵之定距板、二分別可被拆離地 、接於定距板左、右端面之連接桿，及二螺設於連接桿上 、貞接件該等連接桿可分別穿設於模板之穿孔中並往下 :*抵於牙孔孔緣而連動使定距板左右端面局部靠抵於 板相向側面’該等鎖接件是分別螺設於該等連接桿分 ，突伸出模板之區段上而迫使該等模板相向靠抵於該定距 板上之。 【實施方式】 、有關本新型之所述及其他技術内容、特點與功效，在 Μ下配合參考圖式之一個較佳實施例的詳細說明中，將 清楚的呈現。 M316907 如圖2、3所示’本新型模板固定器3係數個一起組裝 在已左、右間隔固定之直立模板21間，每一模板21具有 至少一貫穿其左右側面之穿孔21〇。 該模板固定器3之較佳實施例包含一左右延伸之定距 板31、二左右延伸且可拆離地分別焊接於該定距板μ之左 右端面之連接桿32，及分別套設於該等之連接桿32上的二 直立中空定位桿33、二定位墊片34與二鎖接件35。 每一連接桿32具有一左右延伸且可拆離地焊固於定距 板31端面而外周面設有螺牙之螺桿段321，及一同軸突設 於螺桿段321自由端之多角形扳動段322，在本實施例中， 該扳動段322截面是呈四角形，但實施時不以此為限。每 一定位桿33具有多數沿其長度方向間隔分佈且貫穿其左右 側面之穿設孔331，及兩兩成對地間隔位於其外側面並位於 每一穿設孔331旁側之多數定位孔332。每一定位墊片34 具有一環片狀片體部341，及二間隔突設於片體部341側面 之疋位凸。卩342 ’且該片體部341之孔緣直徑略大於連接桿 32之螺#段mi外徑。該鎖接件35為可拆離地螺設於連接 桿32之螺桿段321的螺帽。 配5圖4 ’本新型模板固定方法可用於將已築設成左、 右間隔相向且上下疊置狀的模板21固定，使該等相向模板 21不會相向或相背偏擺，該模板固定方法依序包含以下步 驟： 步驟（一）於模板21上穿設穿孔210。於該等左右相 向之模板21預定高度位置穿設左右相向對稱之穿孔210， 7 M316907 置’使得連接桿32在該等鎖接件35鎖設時，不會相對定 位桿33產生偏擺，而使定距板21穩固地定位於該等模板 21間。 藉由上述組裝方法，一方面可使該等模板21因該等定 距板31之限位而無法相向位移靠近，$ 一方面可使該等模 板21因為該等定位桿％之相向迫抵限位而無法相背往外 位移，並可藉由定位桿33跨設於上下間隔之連接桿32上 的設計，使得上下間隔之模板21定位而無法相對錯位偏移 ，進而使該等模板21可穩固定位而不易變形。此時，即可 於該等模板21間進行水泥灌漿作業。 如圖3、5所示，當水泥凝固後，便可依序將該等鎖接 件35、定位墊片34與定位桿33分別拆離該等連接桿32 , ，後再將該等模板21拆離已凝固之水泥牆壁20，而脫離該 等連接桿32。最後，再以板手（圖未示）等工具夾固於每 連接桿32之多角形扳動段322，並相對牆壁扭轉該等 連接桿32，迫使該等連接桿S2分別自其和定距板31焊接 處斷裂而脫離定距板31，此時，該定距板31之端面會分別 20 , 20 發生，因此，工人不必再花費時間進行裁切加工。 在本貫施例中，該等上、下間隔之模板2卜是藉由將定 位桿33套設於上Tf4隔之連接桿32上的方式進行定位， 但實施時’該定位桿33並非必要’而上、下模板21可以 /、他方式進订固定。該等定位墊片34亦不以具有該等定位 凸部342為必要，可直接以該片體部μ】靠抵於該定位桿 M316907 - :另外’該等連接桿32不以設置該扳動段322為必要， 可以敲打、扳動的方式’迫使該等連接桿32脫離定 人巨板严。但實施時’該等定位桿33、定位墊片“與連接 扣32組接關係與結構皆不以上述為限。 歸納上述’透過定距板31、連接桿32與定位桿Μ之 接結構設計，使得灌漿模型築設時，可使該等左、右間 ‘之模板21穩固定距而不會相向與相背位移，而不需要使 用其他支撐元件來使該等模板21不會相向位移。且該等模 板21之較方法非常簡單方便且快速，可應用於該等已竿 設完成之左右間隔模板21間，而使該等模板Η穩固地定 位，相當方便實用。因此，確實可達到本新型之目的。 淮以上所述者’僅為本新型之一較佳實施例而已，當 $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。 【圖式簡單說明】 圖1疋般杈板固定器與多數模板一起築設之灌漿用 模型的側視剖面圖； 圖2疋本新型模板固定器之一較佳實施例與多數模板 組合使用時的立體分解圖； 圖3疋該車乂佳貫施例與多數模板搭配築設之灌漿用模 型的側視剖面圖； 圖4是本新型模板固定方法之較佳實施例的步驟流程 10 M316907 圖；及 圖5是圖3之灌漿用模型以水泥灌漿成型之牆壁的側 視剖面圖。 M316907 【主要元件符號說明】 20...... ...牆壁 322.... ...扳動段 200.··· ...凹槽 3 3....... ...定位桿 21.••… …模板 331 .... ...穿設孔 210.... …穿孔 332.... ...定位孔 3 ....... ...模板固定器 34...... ...定位墊片 31...... ...定距板 341 .... 片體部 32...... ,...連接桿 342.... 定位凸部 321 .... 螺桿段 35...... ....鎖接件 12M316907 VIII. New description: [New technical field] The new type is related to the type of sputum, and the special material refers to the type of template fixing. [Prior Art] As shown in Figure 1, when the wall is constructed by cement grouting, etc. The wall-like grouting model is mostly provided with a plurality of templates u spaced apart from the left and right, and is equal to the left; ^ between the opposite sides of the template u of the interval _ the majority of the support rods 12' avoids the deformation of the template u toward the adjacent displacement, and A plurality of left and right extending screws 14 are respectively inserted through the two left and right spaced facing templates, and then the 'positioning rods 13 are spanned over the plurality of screws 14 spaced apart from each other, and finally, the plurality of nuts 15 are respectively screwed on The left and right end portions of the screw 14 and the positioning rods 13 are forced to abut against the outer sides of the template 11, so that the nuclear plates 11 cannot be displaced and deformed, and then the cement is used for the filling operation. However, due to the fixing of the template (4), it is necessary to erect the support rods ′ to avoid the relative displacement deformation of the template u, which is quite inconvenient. At present, there is another type of „template fixing method, such as the new type=A: No. 332232. The method is to first set the cement fiber board upright and then insert it into the fiberboard and screw it on the __ screw rod. Relying on the fixed side of the fiberboard on the other side, and then fixing the outer template to the outer side of the fiberboard. Then, the other fiberboard is placed upright on the other end of the fixed rod. And another screw rod is inserted through the (four) dimension plate and screwed on the other end of the fixed rod, and finally, the other outer portion is set on the screw rod and abuts against the outer side of the fiberboard. Although the M316907 method can The fixing rod and the arrangement of the outer stencils can make the fiber slabs unable to be positioned opposite to each other, and the conventional one needs to be additionally provided with a positioning rod. However, when the grouting template is used, it must be fixed first. After the tie rod and the screw rod are fixed on one side of the maintenance plate, the outer template and the fiberboard and the outer template on the other side can be reassembled, so the assembly and fixing method of the grouting template is rather cumbersome and inconvenient, and It is used for assembly between pre-built left and right partition templates. [New content] The purpose of this new type is to provide a convenient template holder. Therefore, the new template holder is suitable for assembly. Between the templates facing each other, and the templates respectively have opposite-symmetric perforations, and the template-fixing U includes a perforated plate that can penetrate through the perforations of the templates and with the left and right end faces of the fork plates facing each other. And two connecting rods which can be detached and connected to the left and right end faces of the fixed distance plate, and the two screws are arranged on the connecting rod, and the connecting rods can be respectively inserted in the perforations of the template and down : * Abut against the edge of the perforation and interlock so that the left and right end faces of the spacer plate partially abut against the opposite sides of the plate. The lock members are respectively screwed on the connecting rods, protruding from the section of the template and forcing The templates are opposite to each other on the fixed distance plate. [Embodiment] A detailed description of a preferred embodiment of the present invention and other technical contents, features and effects in conjunction with the reference drawings In, will be clear M316907 As shown in Figures 2 and 3, the new template holder 3 coefficients are assembled together between the left and right spaced apart upright templates 21, each template 21 having at least one perforation 21 through its left and right sides. The preferred embodiment of the template holder 3 includes a right and left extending distance plate 31, two connecting rods 32 extending left and right and detachably respectively welded to the left and right end surfaces of the fixed distance board μ, and respectively disposed on the connecting rod 32 The two vertical hollow positioning rods 33, the two positioning spacers 34 and the two locking members 35 on the connecting rod 32. Each connecting rod 32 has a left and right extension and is detachably welded to the end surface of the fixed distance plate 31 and the outer circumference. a screw section 321 having a thread on the surface, and a polygonally extending section 322 protruding from the free end of the screw section 321 . In the embodiment, the section of the trigger section 322 is quadrangular, but the implementation is not Each of the positioning rods 33 has a plurality of through holes 331 spaced apart along the longitudinal direction thereof and extending through the left and right side surfaces thereof, and the two sides are spaced apart from each other on the outer side surface and located on the side of each of the through holes 331. Most of the positioning holes 332. Each of the positioning spacers 34 has a ring-shaped sheet body portion 341 and two spaced projections protruding from the side surface of the sheet body portion 341.卩 342 ' and the diameter of the edge of the body portion 341 is slightly larger than the outer diameter of the screw # segment mi of the connecting rod 32. The lock member 35 is a nut that is detachably screwed to the screw segment 321 of the connecting rod 32. 5 Figure 4 'This new template fixing method can be used to fix the template 21 which has been constructed to be left and right facing each other and stacked one on top of the other, so that the opposing templates 21 do not face or yaw, the template is fixed The method comprises the following steps in sequence: Step (1) A perforation 210 is bored in the template 21. The left and right facing symmetrical perforations 210 are disposed at predetermined height positions of the left and right facing stencils 21, and the M 181 907 is disposed so that the connecting rod 32 does not yaw relative to the positioning rod 33 when the locking members 35 are locked. The spacer 21 is stably positioned between the templates 21. With the above assembly method, on the one hand, the templates 21 can be prevented from being displaced toward each other due to the limitation of the spacers 31, and on the one hand, the templates 21 can be forced to reach each other due to the orientation of the positioning rods. The position of the template 21 can be stabilized by the positioning of the positioning rods 33 across the connecting rods 32 of the upper and lower spacings, so that the upper and lower spaced templates 21 can be positioned without being offset relative to the misalignment. Positioning is not easy to deform. At this time, the cement grouting operation can be performed between the templates 21. As shown in FIG. 3 and FIG. 5, after the cement is solidified, the locking members 35, the positioning pads 34 and the positioning rods 33 can be detached from the connecting rods 32, respectively, and then the template 21 is removed. The solidified cement wall 20 is detached from the connecting rods 32. Finally, a tool such as a wrench (not shown) is clamped to the polygonal pulling section 322 of each connecting rod 32, and the connecting rods 32 are twisted relative to the wall, forcing the connecting rods S2 to be separated from each other. The welded portion of the plate 31 is broken and is separated from the fixed distance plate 31. At this time, the end faces of the fixed distance plate 31 are respectively generated at 20, 20, so that the worker does not have to spend time on the cutting process. In the present embodiment, the upper and lower spacing templates 2 are positioned by arranging the positioning rod 33 on the connecting rod 32 of the upper Tf4, but in practice, the positioning rod 33 is not necessary. 'And the upper and lower templates 21 can be /, his way to staple fixed. The positioning spacers 34 are not required to have the positioning protrusions 342, and may directly abut the positioning rods M316907 by the sheet portion μ: - otherwise the connecting rods 32 are not provided with the pulling Section 322 is necessary and can be tapped and pulled to 'force the connecting rods 32 out of the set. However, in the implementation, the assembly relationship and structure of the positioning rods 33 and the positioning spacers are not limited to the above. The above-mentioned structure design of the through-the-plane 31, the connecting rod 32 and the positioning rod 归 is summarized. When the grouting model is constructed, the left and right sides of the template 21 can be stably fixed without being displaced toward each other, without using other supporting members to prevent the templates 21 from being displaced toward each other. Moreover, the method of the templates 21 is very simple, convenient and fast, and can be applied between the left and right spacing templates 21 which have been completed, so that the templates are stably positioned, which is quite convenient and practical. The purpose of the new type. The above-mentioned ones are only a preferred embodiment of the present invention, and when it is possible to limit the scope of the present invention, it is simple to make the scope of the new patent application and the new description. Equivalent changes and modifications are still covered by this new patent. [Simplified Schematic] Figure 1 is a side cross-sectional view of a grouting model built with a majority of the formwork; An exploded perspective view of a preferred embodiment of the present invention in combination with a plurality of templates; FIG. 3 is a side cross-sectional view of the grouting model of the preferred embodiment of the stencil and the majority of the stencil; FIG. It is a step 10 of the preferred embodiment of the novel template fixing method, M316907; and Fig. 5 is a side cross-sectional view of the wall for cement grouting of the grouting model of Fig. 3. M316907 [Description of main component symbols] 20. .... ...wall 322....pulse section 200.···...groove 3 3.............positioning rod 21.••...template 331 .... ...through hole 210....perforation 332.......positioning hole 3 . . . ... template holder 34. .. positioning spacer 31 ... ... spacer plate 341 .... sheet portion 32 ..., ... connecting rod 342 .... positioning convex portion 321 .. .. screw segment 35........locking member 12