200928063 九、發明說明： 【發明所屬之技術領域】 本發明是有關於一種固定器及固定施工法，特別是# 一種模板固定器及模板固定施工法。 【先前技術】 如圖1所示，當以水泥灌漿方式構築牆壁等結構物時 ，一般樑柱灌漿模型的設置，通常是於一鋼骨61的前後左 右側間隔地設置四個模板62，所述每一模板62上皆設置有 數個上下左右間隔的安裝孔621，且左右侧模板62的安裝 孔621位置是相對應，前後側模板62的安裝孔621位置相 對應，再於該等左右間隔與前後間隔之模板62的相向側面 間釘固數個支撐桿63，避免該等模板62相向位移靠近而變 形。而以往的模板固定器6包含：一長向延伸的螺桿料， 以及二螺鎖在該螺桿64之兩相反端上的螺帽65，該等模板 固定器6是數個一組地安裝在模板62上，安裝時將螺桿64 刀別貝穿該等左右間隔或前後間隔之模板62的安裝孔621 再以螺帽65螺設於螺桿64之兩相反外端，之後即可進 行水泥灌漿作業。 由於上述模板62在固定時（以下以左右間隔的模板62 安裝作說明，而前後側模板62的安裝方式是類似的），螺桿 64必需同時穿設於左右間隔的兩片模板62，因此設置模板 62 ~ ’必需使左右間隔對應的模板62兩片一組地設置，而 且模板62的安裝孔621位置要相互對準，如果間隔之模板 62的女裝孔621沒有對準，就會造成後續安裝螺桿64的困 5 200928063 難度。而安裝該等螺桿64時，要使螺桿64先穿過其中一 模板62之安裝孔621，再繼續將螺桿64朝另一模板62推 入，並對準另一模板62的安裝孔621而穿伸，此種固定模 板62的方式十分麻煩。而且螺桿64的長度在設計上要夠 長才能同時穿過兩片左右間隔的模板62，但是當進行水泥 灌漿作業時，水泥是自該等模板62所圍繞的空間上方向下 灌入，因此會向下壓擠螺桿64，所以此種螺桿64的長度太 長而強度不足，容易受到水泥壓擠變形，進而造成模板Μ 位移或者變形。 【發明内容】 因此，本發明之目的，即在提供一種方便使用的模板 固定器，以及配合該模板固定器且施工簡單的模板固定施 工法。 於是，本發明模板固定器’是組裝在一個具有一安裝 孔的模板上，模板與ϋ間隔設置，而該模板固定 器I 3連結杯，该連結桿包括一個長向延伸而穿伸模板 之安裝孔的主桿部，以及—個自該主桿部延伸而出並可勾 設在該中心體上的勾部。 而本發明模板固定施工法，是配合上述模板固定器來 ^模板固定地間隔設置在中心體周圍’其中，上述模板固 定器更。# Τ螺鎖在該連結桿上的螺接件，而該模板固 定施工法包含： (Α)將模板固定器的連結桿穿伸設置在該模板上，並 將該模板與該中心體間隔設置；及 200928063 (B)將連結桿之勾部勾設在該中心體上，再把螺接件 螺鎖在該連結桿上’使螺接件緊密抵壓該模板之外侧面。 【實施方式】 有關本發明之前述及其他技術内[特點與功效，在 以下配合參考圖式之_個較佳實施例的詳細說明中，將可 清楚的呈現。200928063 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a fixture and a fixed construction method, in particular to a template holder and a template fixing construction method. [Prior Art] As shown in Fig. 1, when a structure such as a wall is constructed by cement grouting, a general beam-column grouting model is generally provided with four templates 62 spaced apart from each other on the front, rear, left and right sides of a steel skeleton 61. Each of the templates 62 is provided with a plurality of mounting holes 621 spaced apart from each other, and the mounting holes 621 of the left and right side templates 62 are correspondingly positioned, and the mounting holes 621 of the front and rear side templates 62 are correspondingly positioned, and then spaced apart. A plurality of support rods 63 are nailed to the opposite sides of the front and rear spaced templates 62 to prevent the templates 62 from being displaced toward each other. The conventional form holder 6 comprises: a long-extending screw material, and a nut 65 screwed on opposite ends of the screw 64, the template holders 6 being mounted in groups one by one. In the case of 62, the screw 64 is inserted into the mounting hole 621 of the template 62 of the left and right intervals or the front and rear intervals, and then the nut 65 is screwed on the opposite outer ends of the screw 64, and then the cement grouting operation can be performed. Since the template 62 is fixed at the time of fixing (hereinafter, the left and right spaced templates 62 are installed, and the front and rear side templates 62 are similarly installed), the screw 64 must be simultaneously disposed at two sides of the template 62, so that the template is set. 62 ~ 'It is necessary to arrange the templates 62 corresponding to the left and right intervals in two sets, and the positions of the mounting holes 621 of the template 62 are aligned with each other. If the women's holes 621 of the template 62 are not aligned, subsequent installation will occur. Stiff 5 of the screw 64 200928063 difficulty. When the screws 64 are installed, the screw 64 is first passed through the mounting hole 621 of one of the templates 62, and then the screw 64 is pushed in toward the other template 62 and aligned with the mounting hole 621 of the other template 62. This way of fixing the template 62 is very troublesome. Moreover, the length of the screw 64 is designed to be long enough to pass through the two left and right spaced templates 62, but when cement grouting is performed, the cement is poured downward from the space surrounded by the templates 62, so The screw 64 is pressed downward, so that the length of the screw 64 is too long and the strength is insufficient, and it is easily deformed by the cement, thereby causing displacement or deformation of the template. SUMMARY OF THE INVENTION Accordingly, it is an object of the present invention to provide a stencil holder that is easy to use, and a stencil fixing method that is simple to construct in conjunction with the stencil holder. Therefore, the template holder of the present invention is assembled on a template having a mounting hole, and the template is spaced apart from the crucible, and the template holder I 3 is coupled to the cup, and the connecting rod includes a long-length extension and the installation of the template. The main rod portion of the hole, and a hook portion extending from the main rod portion and hooked on the center body. In the template fixing construction method of the present invention, the template holder is arranged to be fixedly spaced around the center body, and the template holder is further. #Τ螺锁The screwing on the connecting rod, and the template fixing construction method comprises: (Α) setting the connecting rod of the template holder to the template, and spacing the template from the center body And 200928063 (B) hook the hook of the connecting rod on the center body, and then screw the screw to the connecting rod 'to make the screw tightly press the outer side of the template. [Embodiment] The above-mentioned and other aspects of the present invention [features and effects will be apparent from the following detailed description of the preferred embodiments of the accompanying drawings.
參閱圖2、3、4，本發明模板固定器之較佳實施例，是 數個一組地組裝在左右間隔與前後間隔的直立模板4上， 該等模板4並間隔圍繞一中心體5而設置，本實施例之中 心體5包括-鋼骨51，該鋼骨51包括一個截面為四邊形的 主體部511以及數個上下左右間隔地自該主體部Hi朝該 等模板4突出的固定部512，所述固定部512是焊接於主體 部511 _L肖於增力〇後續灌漿作業中水泥與主體部$ 11間的 附著力。而每-模板4具有一朝向鋼骨51的内侧面Μ、一 與内側面41反向間隔的外側面42，以及數個上下左右間隔 排列並貫穿内、外側面41、42之安裝孔43，且每一模板* 之内侧面41與該鋼骨51間設置至少—用於岐模板4並 定位出模板4與鋼骨51距離的支撐桿53。 曰而該模板固疋器包含··_連結捍！、—個鎖固在該連結 ^ 1上的螺接件2、—㈣定件3，以及—螺帽％。該連結 :1包括一個水平長向延伸而穿伸模板4之安裝孔Μ的主 杯P 11 «及-個自該主桿部^延伸而出並勾設在鋼骨Η 之固疋π 512上的勾部12。其中，該主桿部u包括一個與 勺P間隔並设有螺紋的螺紋段⑴，以及—個連接該螺 7 200928063 紋段111與勾部12的平直段112。該勾部12包括一個與平 直段112間隔且約略平行的勾段121，以及一個弧彎連接該 勾段121與平直段112的銜接段122。所述勾段121末端設 有螺紋而可與該螺帽33螺鎖固定。 該螺接件2之具體例為一個螺帽，並螺鎖在該螺紋段 111上。該固定件3為片狀結構並穿設在該連結桿丨上，並 包括一個固定片體31，以及二個間隔貫穿該固定片體31的 穿孔32，該等穿孔32是分別供勾段12ι與平直段112穿伸 〇 參閱圖2、3、4、5，本發明模板固定施工法之較佳實 施例，是依照所欲形成之結構物的厚度，將模板4取一預 定距離而固定地間隔設置在該鋼骨51周圍，所述鋼骨51 是已事先設立在一預定位置，而該模板固定施工法包含以 下步驟： (1) 於鋼骨51的其中一側面並於適當高度處，橫向 架設支撐桿53，使該支撐桿53之内端鄰抵該鋼骨51。 (2) 將模板固定器的連結桿丨穿過該固定件3之其中 一穿孔32 ’使連結桿i與固定件3設置在一起，再將連結 扣1之螺紋段111自該模板4之内側面41穿伸任一適當位 置的安裝孔43，使其螺紋段lu局部外露於模板4的外側 面42，此時連結桿}之勾部12是鄰近該鋼骨w。 (3) 將该安裝有連結桿！的模板4與該鋼骨51間隔 λ置，且模板4與鋼骨51間的距離即為支撐桿53的長度 ，此時該模板4之内側面41鄰抵該支撐桿％外端。 200928063 (4)將模板固定器之勾部12勾設在該鋼骨5i之—適 當位置的固定部512上’再將固定件3之另一穿孔32對應 該勾部12之勾段121而套設，並將螺帽33螺鎖於勾段ΐ2ι 末端，最後把螺接件2螺鎖在該連結桿丨之螺紋段ui上， 且螺接件2是緊密抵壓該模板4之外側面42，：此即可使 該模板4 @定地間隔設置在該财51㈣^ #然，要繼續Referring to Figures 2, 3 and 4, a preferred embodiment of the template holder of the present invention is assembled in groups on an upright template 4 spaced apart from each other and spaced back and forth, the templates 4 being spaced around a central body 5 The center body 5 of the present embodiment includes a steel body 51 including a main body portion 511 having a quadrangular cross section and a plurality of fixing portions 512 projecting from the main body portion Hi toward the template 4 at intervals of up, down, left, and right. The fixing portion 512 is welded to the main body portion 511_L, and the adhesion between the cement and the main body portion 11 in the subsequent grouting operation. Each template 4 has an inner side surface 朝向 facing the steel bone 51, an outer side surface 42 spaced apart from the inner side surface 41, and a plurality of mounting holes 43 spaced apart from each other and extending through the inner and outer side surfaces 41 and 42. And at least between the inner side surface 41 of each template * and the steel bone 51 - a support rod 53 for the stencil template 4 and positioning the template 4 from the steel bone 51. The template stub contains the ··_ link! - a screw 2, - (4) stator 3, and - nut % locked to the joint ^ 1. The joint: 1 includes a main cup P 11 « horizontally extending and extending through the mounting hole of the template 4 « and - extending from the main rod portion and hooked on the solid 疋 512 of the steel skeleton Hook part 12. Wherein, the main rod portion u includes a threaded section (1) spaced from the spoon P and provided with a thread, and a straight section 112 connecting the thread 7 200928063 the section 111 and the hook portion 12. The hook portion 12 includes a hook portion 121 spaced apart from the straight portion 112 and approximately parallel, and an engaging portion 122 that is curved to connect the hook portion 121 to the straight portion 112. The end of the hook segment 121 is threaded to be screwed to the nut 33. A specific example of the screw member 2 is a nut and is screwed onto the threaded section 111. The fixing member 3 is a sheet-like structure and is disposed on the connecting rod ,, and includes a fixing piece 31, and two through holes 32 extending through the fixing piece 31. The holes 32 are respectively provided for the hooks 12 Referring to Figures 2, 3, 4, and 5, a preferred embodiment of the template fixing construction method of the present invention is to fix the template 4 by a predetermined distance according to the thickness of the structure to be formed. The ground spacing is disposed around the steel bone 51. The steel bone 51 is previously set at a predetermined position, and the template fixing construction method comprises the following steps: (1) one side of the steel bone 51 and at an appropriate height The support rod 53 is erected laterally so that the inner end of the support rod 53 abuts against the steel bone 51. (2) The connecting rod of the template holder is passed through one of the perforations 32' of the fixing member 3 so that the connecting rod i and the fixing member 3 are disposed together, and the threaded portion 111 of the connecting buckle 1 is inserted from the template 4 The side surface 41 extends through the mounting hole 43 in any suitable position such that the threaded portion lu is partially exposed to the outer side surface 42 of the template 4, and the hook portion 12 of the connecting rod is adjacent to the steel bone w. (3) Install the connecting rod! The template 4 is spaced apart from the steel bone 51, and the distance between the template 4 and the steel plate 51 is the length of the support rod 53. At this time, the inner side surface 41 of the template 4 is adjacent to the outer end of the support rod. 200928063 (4) The hook portion 12 of the template holder is hooked on the fixing portion 512 of the steel plate 5i at the appropriate position, and the other perforation 32 of the fixing member 3 is correspondingly set to the hook portion 121 of the hook portion 12. And screwing the nut 33 to the end of the hook ΐ2, finally screwing the screw 2 to the threaded section ui of the connecting rod ,, and the screw 2 is tightly pressed against the outer side of the template 4 , : This will make the template 4 @定地隔设置 in the fiscal 51 (four) ^ #然, to continue
安裝位於鋼骨51周圍的其他三片模板4時，也是要藉由本 發明模板固定器並配合上述步驟即可完成。 由於本發明模板固定器設有該㈣12，所以可以藉由 勾部12勾設於該鋼骨51之固定部512，使該模板4與：骨 51互相連結而間隔設置於鋼骨51周圍，而設置該固定件3 來套設於該連結桿丨的平直段112與勾段i2i，可以避免後 續水泥灌漿作業中該連結捍！受到水泥灌注的強大麼力， 而使其勾冑12脫離該鋼骨51的固定部512，亦即該固定件 3可以加強該勾部12與固定部512間的結合作用。 參閱圖6，此外，在施工時有些鋼骨51周圍還會設置 有數條上下直立延伸與水平延伸的鋼筋％(圖6只示意出直 立延伸的鋼筋52)，且該等鋼筋52亦可供該模板固定器之 勾β 12來勾設定位，亦即，本發明之中讀 鋼骨51，也可以為鋼骨5 小限疋為 興鋼肋52之組合，或者是單純 :52彡錯排列所形成的鋼筋籠，或為其它組合，當 4間隔設置在+心體5周圍時’本發明模板固定 勾即可與該令心體5上任一適合勾設的部位互相 200928063 由以上說明可知，藉由本發明模板固定器來配合該模 板固定施工法’因此在安裝該等模板4時只要將每一片 模板4設置於定點後，再將連結桿】之勾部12與中心體$ 勾設定位即可，亦即本發明之施工法中該等模板4是一 片一片地設置，而不需要如習知—樣，需將間隔對應之模 板兩兩-組地設置，並且要考慮安裝孔對位問題而且也 &善習知必需使用長度較長之螺桿來連結間隔對應的模板 ㈣失’所以本發明之連結桿1的長度設計，相較於習知 <螺桿的長度較短，當進行水泥灌漿時，本發明可以有效 承受水泥灌入的壓力而不易變形，故本發明模板固定器提 供較佳之結構強度，且組裝施工上較為快速、簡便，確實 達到本發明之目的。 惟以上所述者，僅為本發明之較佳實施例而已，當不 能以此限定本發明實施之範圍，即大凡依本發明申請專利 範圍及發明說明内容所作之簡單的等效變化與修飾，皆仍 屬本發明專利涵蓋之範圍内。 ® 【圖式簡單說明】 圖1是一未完整的俯視剖視圖，顯示以往的模板固定 器與多數模板一起築設成灌漿用模型； 圖2是一俯視剖視圖，顯示本發明模板固定器之較佳 實施例是數個一組地與數個模板一起築設成灌漿用模型； 圖3是一立體分解圖，顯示該較佳實施例與一中心體 及一模板的組裝關係； 圖4是該較佳實施例與^心體、模板的立體組合圖； 10 200928063When the other three sheets 4 are placed around the steel ribs 51, it is also accomplished by the stencil holder of the present invention in conjunction with the above steps. Since the template holder of the present invention is provided with the (four) 12, the hook portion 12 can be hooked on the fixing portion 512 of the steel bone 51, and the template 4 and the bone 51 can be connected to each other and spaced around the steel bone 51. The fixing member 3 is arranged to be sleeved on the straight section 112 and the hook section i2i of the connecting rod ,, so as to avoid the connection in the subsequent cement grouting operation! The strong force of the cement is poured, and the hook portion 12 is separated from the fixing portion 512 of the steel bone 51, that is, the fixing member 3 can strengthen the bonding between the hook portion 12 and the fixing portion 512. Referring to Fig. 6, in addition, some steel bones 51 are also provided with a plurality of upper and lower vertical extensions and horizontally extending steel bars around the steel body 51 (Fig. 6 only shows the steel bars 52 extending upright), and the steel bars 52 are also available. The hook of the template holder β 12 is set to the position, that is, the steel plate 51 in the present invention can also be a combination of the steel plate 5 and the small steel ring rib 52, or a simple: 52 wrong arrangement. The formed steel cage, or other combination, when the 4 spacing is set around the + core 5, the template fixing hook of the present invention can be mutually compatible with the portion of the core 5 which is suitable for hooking. The template fixing method is matched by the template holder of the present invention. Therefore, when the template 4 is installed, each piece of the template 4 can be set at a fixed point, and then the hook portion 12 and the center body $ hook of the connecting rod can be set. That is, in the construction method of the present invention, the templates 4 are arranged one by one, and it is not necessary to set the templates corresponding to the intervals, and the problem of the mounting holes is considered. Also & good knowledge must be made The long-length screw is used to connect the template corresponding to the interval (4). Therefore, the length of the connecting rod 1 of the present invention is designed to be more durable than when the length of the screw is short. When cement grouting is performed, the present invention can effectively withstand cement. The pressure of the pouring is not easy to be deformed, so the template holder of the invention provides better structural strength, and is quick and simple in assembly and construction, and indeed achieves the object of the present invention. The above is only the preferred embodiment of the present invention, and the scope of the invention is not limited thereto, that is, the simple equivalent changes and modifications made by the scope of the invention and the description of the invention are All remain within the scope of the invention patent. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is an incomplete top plan view showing a conventional formwork fixture constructed with a plurality of stencils as a model for grouting; and Fig. 2 is a top cross-sectional view showing the preferred stencil holder of the present invention. The embodiment is constructed by using a plurality of templates together with a plurality of templates to form a grouting model; FIG. 3 is an exploded perspective view showing the assembly relationship between the preferred embodiment and a center body and a template; a three-dimensional combination diagram of a good embodiment and a body and a template; 10 200928063
圖5是本發明模板固定施工法之較佳實施例的步驟流 程圖；及 圖6 —立體組合圖，顯示本發明模板固定器之較佳實 施例的另一種使用狀態。 11 200928063 【主要元件符號說明】 1…… …連結桿 33，… …"螺帽 11…' 主桿部 4….. 4…模板 111 * ^ * …·螺紋段 41 .… …·内侧面 112… …·平直段 42…… …"外側面 1 9 ^ 9 f V 勾部 43 ^? ^ -…安裝孔 121 ·- …勾 5 ..… …《…中體 122… …·銜接段 51…' “ μ »鋼骨 〇 / fc * R * * ^ ： …ψ螺接件 511 · …"主體部 & 9 £ » % 令· …固定件 512 * "…·固定部 Ο 1 ^ 1 β Φ y ♦ ^ . …固定片體 52·*** …"鋼筋 Q 〇 1 / K令〆9 S < •…穿孔 53 ·… •-…支撐桿 12Figure 5 is a flow chart showing the steps of a preferred embodiment of the formwork construction method of the present invention; and Figure 6 is a perspective assembled view showing another state of use of the preferred embodiment of the form holder of the present invention. 11 200928063 [Explanation of main component symbols] 1...... ...linking rod 33,..."nut 11...' main rod part 4.....4...template 111 * ^ * ...·thread section 41 .... 112... ...· Straight section 42...... ..."Outer side 1 9 ^ 9 f V Hook part 43 ^? ^ -... Mounting hole 121 ·- ...hook 5 ..... ... "...body body 122... Segment 51...' " μ » Steel 〇 / fc * R * * ^ : ... ψ 接 511 · ... " Body & 9 £ » % 固定 · Fixing 512 * "...·Fixed partsΟ 1 ^ 1 β Φ y ♦ ^ . ...Fixed sheet 52·*** ..."Rebar Q 〇1 / K Order 〆9 S < •...Perforation 53 ·... •-...Support rod 12