1271467 九、發明說明： 【發明所屬之技術領域】 ^本發嗎有_強化賴營造耽預力預鑄結構其内部結構 又二亚增進其麟成型生產效率的__種預力預鑄結構造方 法及其成剞奘罟。 【先前技術】 預力結構(樑、柱…等)被大量應用於一般的大樓建築營造工 力結構之製作，以目前來講幾乎都是在大樓施工現場 夂鋼筋籠及模板，而後灌人混凝土形成預力結構，有些 =在，廠麟預力樑柱體，再戴運至大樓施 技柱時，需在每根預力樑支柱基座位置預先 3亚固疋f鋼索、鋼筋籠’並架設固定模板後，再進行灌漿之 ^ ’且’賴板㈣混凝土凝固後，才可進行下— 上稍嫌緩慢，會延長大樓的施卫期間；而糊後i之方 =樑柱惟因生產方法，其不僅大量浪費鋼材，n 速又及效盈，皆非常緩慢，相當不符經濟效益。八 【發明内容】 逢以上所述習知技術之缺點，且基於營建工程-直日其滋 =品質是最重要且不;提 =在域_種可強化建築營造用 ==目的 預鑄單支預力預鑄 本發明之另—目的，係在提供-種可輕易 1271467 結構成型或連續麟多支預力預鑄結構成型，可且大量快 的一種預力預鑄結構之製造方法及其成型裝置。 箱的’本發明所運峨術手段在於提供-種 之製造方法及其成置，該衫係包含有一預鑄 fit ΰ 鋼索固接端模、複數個連結套件、複數個螺栓、 或，尺寸端模、—後片鋼賴接端模及—左、右側模 於預鑄ί模座上固過適當之間距排列 '細錐形’並套接人-具有_錐職空間之套 片f索固接端模上設有適當數量之水平導線槽， ϊΐϋί :迫合額；構件財频上対適當數量之 以控制並調整鋼索之高度，垂直導線槽其内裝設 刀 为孔片上係設置有適當數量且垂直分佈之穿孔，可 鋼索之線性舖陳，該構件尺寸端模g j孔j 栓迫緊鋼索，使鋼索鋼性更為緊密且脫。 適告之將上狀齡111接賴及構件尺寸端模各透過 ϋ預預鑄底模座上，緊束預力樑内部鋼索舖陳，以 崎結構，錄造方料魏含下列步驟： / 1預叹長度之預鑄紐座上前後兩端各裝設上前片鋼 索固接端模及後片鋼索固接端模，並於其餘預鑄底模 ^空，上依適當之間距依序裝設上數片構件尺寸端模 使之定位，其中，前片鋼索固接端模與其後的第一片 構件尺寸端模間保留—a適當間距之間隔空間，第一 片，件尺寸端模與其後之構件尺寸端模間則保留一 b 適t間距(其為主要麟區）之，此為初步之 立巧步驟，並可視生產需求而架設預備生產單支預力 予f鑄結構或連續多支預力預鑄結構所需之構件尺寸端 ，片體’唯其各依照適當之3適當間距或5適當間距 為其間隔並依序安裝之； 1271467 步驟B :於b適當間距（主要預鑄區）中置放入適當之鋼筋籠定 位； 步驟C ··將適當長度及數量之鋼索一條條穿設入連結套件，並 將所有連結套件分別迫合密固於前片鋼索固接端模之 水平導線槽上，藉以固定鋼索前端，並將後端之鋼索 延伸穿設入成型裝置内部，續而將穿設入内之鋼索依 構件尺寸端模垂直導線槽内設之分孔片上的穿孔分 佈，進而將每條鋼索各別由分孔片上之穿孔穿設而出 (a適當間距），並穿設過鋼筋籠座體直至下一片端模 片體(b適當間距）； ' 步驟D :將尾段_之鋼⑽各臟由設立於麟底模座後段 的，件尺寸端模垂直導線槽内設之分孔片上的穿孔分 佈穿設而出’延伸而出之鋼索仍依預鑄底模座前段所 設之前片鋼索固接端模連結套件之分佈，而將剩餘之 鋼索採相同之分佈各別由後片鋼索固接端模之不同水 平‘線槽牽引拉出，最後，在每條鋼索上各穿設入一 連接套件，並將鋼索拉緊成緊繃之狀態，再將所有連 結套件分別迫合密固於後片鋼索固接端模之水平 槽上，藉以固定鋼索後端； 、 步驟E =此施工人員可進入a適當間距中，調整構件尺寸端 杈上，之垂直導線槽，藉以控制並調整鋼索之高度， 亚於每片構件尺寸端模之外側鎖上螺栓以迫緊， •使鋼索鋼性更為緊密且不易鬆脫； 八” V驟f :=模’，左、右側模板組立於預禱底模座邊側（由此， 預巧魏置已定位成型》使之夾合所有端模片體及 鋼劢籠於成型裝置内部，並將混凝土灌 ^主要預禱區， r適當間距前後片的構件尺寸端模及鋼索 將凡王被沒入混凝土中’而其内之鋼筋蘢則視置放之 1271467 牛驟「. ^3及_神或全部被沒入絲土中）； 力驟G ’待成型裝置内部所 Θ之混凝土凝固後，施卫人員 要預麵 進行預力解壓之動作，剪進人a適當間距内 凝土柱外部之鋼5並=成;f預力觸結構混 之鋼索，以利進行脫模吊昇動办 結構之製造。 R职乍心成預力預鑄 其中，為了讓預力預鑄結構更能符合實 另一較佳實施方式係省去預埋鋼索 貫求，本發明 待成型後再進行適當之處理動作71 ’ ，，设中空套管， 度之"空套管分佈於其座體内部，其製造方= 步驟a m長^之預鑄底模座上前後兩端各裝設上前片鋼 索口接编杈及後片鋼索固接端模，並 红咖财驗上預練 第-疋位’其中，刚片鋼索固接端模與其後的 ^ 一片構件尺寸端模間保留一 a適當間距之間隔空 件尺寸端模與其後之構件尺寸端模間則 ，邊一 b適當間距（其為主要預鑄區）之間隔空間，此 ，初步之立模步驟，並可視生產需求而架設預備生產 單支預力預鑄結構或連續多支預力預鑄結構所需之構 件尺寸端模片體，唯其各依照適當之a 適當間距為其間隔並依序安裝之； 田Ί巨滇b 步驟B :於b適當間距（主要賴區）中置放入適當之鋼筋籠定 位； 步驟C:由鋼筋籠前端的構件尺寸端模垂直導線槽中穿設入適 當長度及適當數量的中空套管至鋼筋籠座體内，並由 相對應的後端構件尺寸端模垂直導線槽而出； 步驟D ·封側模’將左、右側模板組立於預鑄底模座邊侧（由此， 1271467 讀成型），使之夹合所有端模片體及 距Γ主ϋϋ内部’並將混凝土灌注入b適當間 ^购）畴，直至達卵定高度(與端模片體 步驟E.:寺置，部所5b適當間距(主要預鑄區)之混凝 人員得以進適當_内進行剪斷 成i之預力預麵結構混凝土柱外部之中空套管，並 拆除左、右侧模板及移除剩餘之中空套 利 =卿昇之動作，並完成預力預:二二 、及由上述成型裝置之組立及上述步驟之施行，於實施大 =的㈣t整個施讀程’並_構件尺寸賴來改變預力ϋ 鋼索的線性舖陳結構’能有效的強化其内部、i構ί度 Ϊί2ΐ,ΐί連續預鑄多支預力預鑄結構成型，得到快速大量^ 【實施方式】 审配合’對本發明之健實财式做進—步的說明後當 更月b明瞭。 士發明主要係姻各個不同之端模來改變預力麟結構内部 之鋼索線性舖陳結構，藉㈣化預力麟結構之結構強度，達到 可快速且大量生產之效率，請貴#先晴參考第—圖及第二圖 所=，係本發明成型裝置之端模片體外觀示意圖及連接套件之外 觀示意圖，_巾可清楚看出本發撕顧到之端模及部分畴 構件結構，包含有前片鋼索固接端模51、連結套件％ r螺栓π、 構件尺寸端模52、後片鋼索固接端模54，其中該連結套件％係 由左包覆片體561及右包覆片體562二片對應之半圓錐型包覆片、 體彼此抵合而成圓錐形，其中間形成可包覆鋼索之鋼索穿孔邡3， 並套接入一具有倒圓錐預設空間（包覆片體套設槽565)之套筒564 9 1271467 ΪΪμΪ前、後片鋼索固接端模51、㈣其上下緣各設有-水平 述之連結套件56藉由套筒564迫合密固於 Γ?ι，^t尺寸端_52上各料預讀量及長狀垂直導線槽 寸㈣板完成後’得以控制並調整鋼索6之高度，其中構件尺 ί片【3上ΐΐίΐί!、ί槽521其内裝更裝設有分孔片53’該分 入接从上°又置有適虽數1且垂直分佈之穿孔531，當鋼索6穿設 以52後’利用其分孔片53上之穿孔531分佈，藉 件尺寸端模52於鋼索6穿出後’ 鬆&緊鋼索，使鋼索6鋼性更為緊密且不易 尺斗主要係將上述之前、後片鋼索固接端模5卜54及構件 力===東適預鑄底模座58上來緊束預 其製造方法主要下歹：_力預·結構内部結構強度。 乂驟Α 上前後兩端各裝設上前片鋼索固接端模 上依i莫54 ’並於其餘麟底模座58空間 使之“ · ^ 2序裝设上預設數量之構件尺寸端模52 ^之疋位，其中則片鋼索固接端模51與其後之第一片構 嗯：_ Τ以a刖5虎不意其間距），第一 Μ播杜戸 區，主要預鑄區係視建築工地需要之預 間2)气(為求明瞭，圖中以b箭號示意其 備生絲之：味細’其可視生產絲而架設預 之構結f或連續多支預力預鑄結構所需 意：寸知核片體，其中較佳之實施例立模方式如下示 二之要係不忍出預轉單支預力預禱結構的端模片 1271467 係索固接端模5卜a適當間距、構件尺寸 後片鋼索固US;主要預鑄區)、構件尺寸端模52、、 示意出預鑄連續多支預力預鑄結構的端 步驟β 步驟c .二距(主要預鑄區）$置放人鋼翁籠7定位； fff #之齡6 -條财私賴套件56， 51'之k巫、酋I件56分別迫合密固於前片鋼索固接端模 之線槽511上，藉以固定銅索6前端，並將後端 之鋼索6延伸穿設入成型裝置5内部，續而將穿設入内之 ，索6 ^構件尺寸端模52垂直導線槽奶内設之分孔片 3上的=孔531分佈’進而將每條鋼索β各別由分孔片1271467 IX. Description of the invention: [Technical field to which the invention belongs] ^This issue has _enhanced 耽 耽 耽 耽 耽 耽 其 其 其 其 其 其 其 其 增进 增进 增进 增进 增进 增进 增进 增进 增进 增进 增进 增进Methods and their success. [Prior Art] Pre-stress structures (beams, columns, etc.) are used in a large number of general building constructions to create a mechanical structure. At present, almost all of the steel cages and formwork are built on the construction site of the building, and then the concrete is poured. Forming the pre-stress structure, some = in the factory, the pre-strength beam and column body, and then transported to the building's stunt column, in advance of each pre-stressed beam post base position in advance 3 sub-solid f rope, steel cage 'and After the fixed formwork is erected, the concrete can be grouted and the concrete is solidified before it can be carried out. The upper part will be slightly slower and will prolong the building's maintenance period. The paste back i will be produced by Liang Zhu. The method, which not only wastes a lot of steel, but also has a very slow speed and is very economical. VIII [Summary of the invention] The shortcomings of the above-mentioned conventional techniques, and based on the construction project - the quality of the day is the most important and not; mention = in the domain _ can be used to strengthen the building construction == purpose 預鑄 single The other object of the present invention is to provide a method for manufacturing a pre-forced structure and a molding method which can easily form a structure of 1271467 or a continuous lining pre-force structure. Device. The invention of the invention is characterized by providing a manufacturing method and a device thereof, the shirt comprising a 預鑄fit ΰ steel cable fixed end mold, a plurality of joint kits, a plurality of bolts, or a size end The mold, the rear steel plate and the left end mold and the left and right molds are fixed on the 預鑄ί mold base, and the right distance is arranged to arrange the 'fine taper' and the sleeve is connected with the sleeve-fitting The appropriate number of horizontal wire slots are provided on the terminal mold, ϊΐϋί: forced fit; the appropriate amount of the component is used to control and adjust the height of the cable, and the vertical wire guide is provided with a knife for the hole plate. The number and vertical distribution of the perforations can be linearly laid out by the steel cable. The size of the end mold gj hole j bolts the steel wire to make the steel cable more tight and off. It is advisable to pass the upper-age 111 and the component-size end molds through the ϋ pre-slurry bottom mold base, tightly bundle the inner cable of the pre-stress beam, and use the following structure to record the square material: The front and rear ends of the front seat are respectively equipped with a front cable and a rear steel cable fixed end mold, and the remaining bottom molds are hollowed out, and the appropriate distances are sequentially installed. Positioning a plurality of component size end molds, wherein the front piece steel cable fixed end mold and the first piece member size end mold are retained - a space of appropriate spacing, the first piece, the piece size end mode and After the component size end molds, a b-suitable t-spacing (which is the main lining area) is reserved. This is a preliminary step, and it is possible to set up a pre-production of a single pre-force to the f-cast structure or continuously in accordance with production requirements. The length of the member required for the pre-stressed structure, the sheets are only installed at appropriate intervals according to the appropriate 3 appropriate spacing or 5 appropriate spacing; 1271467 Step B: Appropriate spacing at b (mainly 預鑄Zone) Place the appropriate steel cage positioning; Step C · · Will be appropriate And the number of steel cables are put into the connection kit, and all the connection kits are respectively pressed and fixed on the horizontal wire guides of the front piece of the steel cable fixed end mold, thereby fixing the front end of the cable and extending the cable of the rear end. The inside of the forming device is continuously distributed through the perforations on the hole-dividing sheets in the vertical wire slot of the end-die of the component size of the component, and then each wire is separately pierced from the perforation on the hole-dividing piece (a Proper spacing), and through the steel cage body until the next end of the die body (b appropriate spacing); 'Step D: the tail section _ steel (10) dirty by the establishment of the back section of the lining die holder, the size of the piece The perforations on the split-hole piece in the vertical wire slot of the end mold are distributed and the 'stretched cable is still distributed according to the distribution of the front piece of the cable fixed end mold set in the front part of the bottom mold base, and the remaining The same distribution of the steel cables is pulled by the different levels of the rear steel cable fixed end molds. Finally, a connection kit is placed on each steel cable, and the steel cable is tightened into a tight state. , then divide all the link kits Forcibly close to the horizontal groove of the rear piece of steel wire fixed end mold, thereby fixing the rear end of the steel cable; Step E = The construction personnel can enter a proper spacing, adjust the vertical wire groove of the component size end, thereby Control and adjust the height of the cable, and lock the bolts on the outer side of each member size end die to make it tighter. • Make the steel cable more tight and not easy to loosen; Eight” V sudden f:=mode', left and right The template is set on the side of the pre-prayer bottom mold base (therefore, it is pre-planned that the Wei set has been formed) so that all the end mold sheets and the steel crucible cage are clamped inside the molding device, and the concrete is poured into the main pre-prayer area. r appropriate spacing of the front and back of the member of the size of the end mold and cable will be the king is immersed in the concrete 'and the inside of the reinforced concrete is placed according to the 1271467 cattle ". ^ 3 and _ God or all were immersed in the silk ); force step G ' After the concrete inside the device to be molded is solidified, the guardian shall pre-predict the action of pre-decompression, and cut into the steel outside the concrete column at the appropriate spacing of the person 5 and become a; Strike the structure of the steel cable to facilitate the demoulding lifting and lifting structure Made. In order to make the pre-forced structure more conformable to another, the preferred embodiment is to eliminate the need for pre-embedded steel cables. The present invention is to be shaped and then subjected to appropriate processing actions 71 ' , hollow sleeve, degree " empty sleeve is distributed inside the seat body, its manufacturing side = step a long ^ 預鑄 bottom mold base on the front and rear ends of each of the upper front steel cable joints And the rear piece of steel cable is fixed to the end mold, and the red coffee is pre-finished in the first-clamping position, wherein the rigid piece of steel wire is fixed to the end mold and the rear part of the piece is separated by an appropriate spacing. Between the size end mold and the subsequent component size end mold, the edge of b is the appropriate spacing (which is the main 預鑄 area), this is the initial vertical mold step, and the production of a single pre-force can be set up according to production needs.构件 預鑄 或 或 預鑄 預鑄 預鑄 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 所需 ; ; ; ; ; ; ; ; ; ; ; Place the appropriate spacing (mainly the area) in the appropriate steel cage position; Step C: a proper length and an appropriate number of hollow sleeves are inserted into the vertical cage of the member of the front end of the reinforcing cage to the steel cage body, and the corresponding rear end member is dimensioned by the end mold vertical wire guide. Step D · Seal the side mold 'Set the left and right side of the template on the side of the bottom mold base (thereby, 1271467 read molding), so that it can clamp all the end mold bodies and the distance from the inside of the main body' The concrete is poured into the appropriate area of the b, until the height of the egg is reached (with the end of the end of the film body E.: the temple, the appropriate spacing of the 5b of the department (the main area), the coagulation personnel can enter the appropriate Cut into the hollow casing of the pre-surface concrete column outside the pre-stressed concrete structure, and remove the left and right side formwork and remove the remaining hollow arbitrage = Qingsheng action, and complete the pre-force pre-requisite: 22, and by the above The assembly of the forming device and the implementation of the above steps can effectively strengthen the internal and i-structures of the steel wire in the implementation of the large (4) t entire reading process and the size of the component changes. Ϊ́ί Continuously squeezing a number of pre-stressed 預鑄 structures to obtain A large number of speeds ^ [Embodiment] The trial fits with the description of the health and wealth of the invention, and then the description of the step is clearer. The invention is mainly for the different end models of the marriage to change the linearity of the cable inside the pre-force structure. Paving the structure, by (4) the structural strength of the pre-Lilin structure, to achieve the efficiency of rapid and mass production, please refer to the first and second figures of the invention, which is the appearance of the end mold body of the molding device of the present invention. Schematic diagram of the schematic diagram and the connection kit, _ towel can clearly see the end mold and part of the domain structure of the hair, including the front piece of steel cable fixed end mold 51, the connection kit % r bolt π, the component size end mold 52. The rear steel cable is fixed to the end mold 54, wherein the connection kit % is formed by the left cover sheet 561 and the right cover sheet 562 corresponding to the semi-conical cover sheets, and the bodies are in contact with each other to form a conical shape. In the middle thereof, a steel cable perforated crucible 3 can be formed, and the sleeve is connected to a sleeve having a reversed conical preset space (covered sheet sleeve groove 565). 564 9 1271467 ΪΪμΪ front and rear steel cable fixing ends Mold 51, (4) each of its upper and lower edges is provided - horizontal The connecting kit 56 is pressed and fixed by the sleeve 564, and the pre-reading amount of each material and the long vertical wire slot (four) plate are completed and adjusted to adjust the height of the cable 6. , wherein the component ruler piece [3 upper ΐΐ ΐ ΐ ! 、 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 521 6 is worn with 52 and then 'distributed by the perforation 531 on the split hole piece 53. The end piece 52 of the borrowing piece is passed through the steel cable 6 and then loosened and tightened, so that the steel cable 6 is more rigid and difficult to move. Mainly, the above-mentioned front and rear steel cables are fixed to the end mold 5 and 54 and the member force === Dongshi 預鑄 bottom mold base 58 to be tightly bundled. The main manufacturing method is: _ force pre-structure internal structural strength.乂 Α 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上 上The mold 52 ^ is in the position, in which the steel cable is fixed to the end mold 51 and the first piece of the structure is followed: _ Τ 刖 刖 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎 虎Depending on the needs of the construction site, 2) gas (for the sake of clarity, the figure shows the raw silk with the b arrow: the taste is fine.) It can be set up with the prefabricated f or the continuous multiple prestressed structure. Desirable meaning: the preferred embodiment of the core piece, wherein the preferred embodiment of the vertical mode is as follows: the end of the pre-transfer single pre-pray structure of the end die 1271467 tying fixed end die 5 a appropriate Spacing, member size, rear steel cable securing US; main sill area), component size end mold 52, end step indicating 預鑄 continuous multiple pre-forced β structure step c. two distance (main 預鑄 area) $ placement of steel steel cage 7 positioning; fff # age 6 - strip wealth private kit 56, 51 'k witch, emirate I piece 56 respectively forced to the front piece of steel cable fixed end mold The wire groove 511 is fixed to fix the front end of the copper wire 6, and the steel cable 6 at the rear end is extended and inserted into the inside of the molding device 5, and then is inserted into the cable. Set the distribution of the holes 531 on the hole-punching sheet 3, and then each steel cable β is separated by a split hole piece.
步驟D 穿孔531穿設而出㈣當間距），並穿設過鋼筋籠 (座體直至下一片端模片體(b適當間距）；Step D, the perforations 531 are pierced out (four) when the spacing is), and the reinforcing cage is worn (the seat body is until the next one end of the die body (b is appropriately spaced);
步驟E ··將尾段麵之齡6再各靡由設立於麟賴座58後 段=構件尺寸端模52垂直導線槽521内設之分孔片53上 的牙孔531分佈穿設而出，延伸而出之鋼索6仍依前段所 設之前片鋼索固接端模51連結套件56之分佈，而將剩餘 之鋼索6採相同之分佈各別由後片鋼索固接端模54 同水平導線槽54丨牵引拉出，最後，在每 設入厂連接套件56，並將鋼索6拉緊成緊繃之狀態，再將 所有連結套件56分別迫合密固於後片鋼索固接端模54之 水平導線槽541上，藉以固定鋼索β後端； ••此時施工人員可進入a適當間距中，調整構件尺寸端模 52上設之垂直導線槽521，藉以控制並調整鋼索6之高 11 1271467 度’並於每片構件尺寸端模52之外側鎖上螺检57 鋼索6，使鋼索6鋼性更為緊密且不易鬆脫. 、系 步驟F 、582組轉預鑄底_ 由此’預域型裝置5已定位成型），使 端模片體及鋼筋籠7於成型裝置5内部，並 入b適當間距(主要預鑄區）内部，直 ^二f 端模=同高別b適當間距前彳_構件 = 端H =索6將元全被沒人混凝土中，*其内之鋼筋籠7則視 置放之用途及類型局部或全部被沒入混凝土 、 步驟G =解内部所有_當間距(主要 =力解J之動作，煎斷已成型之預力預鑄結;= 索6 ’並拆除左、右侧模板581、5 以利進行脫模吊昇之動作，並完成預力預： 請貴審再同時參考第三圖及第四圖，係本發 ^上視^意圖及剖面側視示賴（為求圖面清楚易見‘貝H 線性舖陳結構，故省略鋼筋籠7)，如上製 A也、 ===闕棚响預鑄蝴力預== 固接端模54 ;經過上述步驟A之立模^ 片鋼索 其内部鋼索6魂性舖睡έ士拔_«·卜„^、、 為桌圖面清楚易見 槽 才她52垂直¥線槽521内設之分孔片53上的穿孔531 12 1271467 分佈，進而將每條鋼索6各別由分孔 (a適當間距），並穿設過鋼筋 之牙孔531牙設而出 當間距），由第四圖中可清楚看Μ ^直^下—片端則體(b適 固接端模51水平導線ί 511 鋼索6經過前片鋼索 槽521内設之^ = i 申f構件尺寸端模52垂直導線 成型裝置5内部的線性舖牙陳狀態之端模構件的鋼索6於 剖面 預巧/瞿注混凝土之外觀立體圖，由圖中可 衣置 預鑄區）之預備灌注混凝土之狀態。 k⑽間距（主 第二i二貝,審再同時參考第六圖、第七圖及第八圖，係本發明 弟一貝把例之剖面侧視示意圖、成型#晉去丨# ^ 之步驟A立模步驟所述’第二實施例 多支預力預鑄結構的端模片體之舖排方式：手、丁』預麵連績 握R9其Γίί為前片鋼索固接端模5卜a適當間距、構件尺寸端 ^尺ίΐΐ間距(主要預鑄區）、構件尺寸端模52、&適當二 寸^核52、b適當間距（主要預鑄區）......構件 52、a適當間距、後片鋼索固細 =為牛求圖面清楚易Λ其内部鋼索6線性舖之故:第 將、商各具々乂驟3置放鋼肋籠7之步驟），再經過步驟c之步驟， 連二二及ί量7索6 一」条條穿設入連結套件56，並將所有 μ Γ ί件心刀別迫合密固於雨片鋼索固接端模51之水平導線枰 壯番/藉以固定鋼索6前端，並將後端之鋼索6延伸穿設入成^ 部，續而將穿設入内之鋼索6依構件尺寸端模52垂直導 ίίϋ内設之分孔片53上的穿孔531分佈，進而將每條鋼索t 鋼筋j 53上之穿孔531穿設而出（a適當間距），並穿設過 鋼肋龍7座體直至下-片端模片體(b適當間距），由於預鑄連續多 13 1271467 5預立?方式不同，因為需留下人工預力顧之空 後片咖圖 ==2前=接端^^ 後端Γ半辦nw \ 2垂直V線槽521内設之分孔片53穿出，其最 陳狀態乂皆相同目1 之端模構件的鋼索6於成型裝置5内部的線性舖 土之^觀立^Fl弟本發明第二實施例成型裝置預備灌混凝 備雖賴區)之預 盆成所提供之—種預力預鑄結構之製造方法及 f述成型裝置之組立及上述步驟之施行，於實 預二鏟化整個施工流程’並利用構件尺寸端模來改變 構強度藉構’能有效的強化其内， 支預力預鑄結構成型姐續預數，士㈣地達到預鑄單 速大量生產製=以=力預鑄結構成型，得到快 的;^ ,只具備更實用的經濟效益，帶來更廣泛 了 i明專利ff特殊’因此已充份符合 查委員詳予審查，=4:準=申=此，輯責審 之砉發明做一詳細說明，惟以上所述者，僅為本發明 明專：ί鬥t當不能限定本發明實施之範圍，即凡依本發 利涵ί範：：;ί;變化與修飾等’麵^ 【圖式簡單說明】 型裝置之端模片體外觀示意圖； 訌=ίίΓ部構件連接套件之外觀示意圖； ϊ二圖係本發明弟—實施例之上視示意圖； 弟四圖係本發明第—實施例之剖面側視示意圖； 14 1271467 第五圖係本發明第一實施例成型裝置預備灌混凝土之外觀立 圖； ~ 第六圖係本發明第二實施例之剖面侧視示意圖； 第七圖係本發明第二實施例成型裝置未封侧模之外 第八圖係本發明第二實關成縣置預備灌混凝土之外觀:體 【主要元件符號說明】 5成型裝置 51前片鋼索固接端模 511水平導線槽 52構件尺寸端模 521垂直導線槽 53分孔片 531穿孔 54後片鋼索固定端模 541水平導線槽 56連接套件 561左包覆片體 562右包覆片體 563鋼索穿孔 564套筒 565包覆片體套設槽 57螺栓 58預鑄底模座 581左側模板 582右侧模板 6鋼索 7鋼筋氮 15Step E ·· The age of the tail section 6 is further distributed by the tooth hole 531 which is set in the rear section of the Lin Lai 58 and the vertical hole 521 of the component size end mold 52 is disposed. The extended cable 6 is still distributed according to the previous piece of steel cable fixed end mold 51 connecting sleeve 56, and the remaining steel cable 6 is the same distribution. The rear steel cable is fixed to the end mold 54 with the horizontal wire guide. 54丨 traction pulls out, finally, in each of the factory connection kits 56, and the cable 6 is tightened into a tight state, and then all the connection kits 56 are respectively pressed and fixed to the rear steel cable fixed end molds 54 The horizontal wire slot 541 is used to fix the rear end of the steel cable β; • At this time, the constructor can enter a proper spacing, and adjust the vertical wire slot 521 of the component size end die 52 to control and adjust the height of the cable 6 11 1271467 And the screw is inspected on the outer side of each piece of the end mold 52, so that the steel cable 6 is more tight and not easy to loosen. The steps F and 582 are turned to the bottom. The domain device 5 has been positioned and formed so that the end mold body and the steel cage 7 are inside the molding device 5 Incorporate b into the proper spacing (mainly 預鑄 area), straight ^ 2 f end mode = the same height, b, appropriate spacing, front 彳 _ component = end H = cable 6 will be all in the concrete, no steel inside Cage 7 is partially or completely immersed in concrete depending on the purpose and type of placement, step G = solution internal _ when spacing (main = force solution J action, frying the formed pre-force knot; = cable 6 'And remove the left and right sides of the template 581, 5 in order to facilitate the action of demolding and lifting, and complete the pre-force: Please refer to the third and fourth pictures at the same time, this is the same as the original The profile of the profile is shown in the drawing (for the sake of clarity, it is easy to see 'Bei H linear paving structure, so the steel cage 7 is omitted), as in the above system A, === 阙 預鑄 預鑄 力 力 力 = = = fixed end mold 54; after The above-mentioned step A of the vertical mold ^ piece of steel cable, its internal steel cable 6 soul shop sleep έ _ _ _ _ ^,, for the table surface is clear and easy to see the slot only 52 vertical ¥ line slot 521 built into the hole piece The perforations 531 12 1271467 on the 53 are distributed, and then each of the steel cables 6 is separated by a sub-hole (a proper spacing), and the through-hole 531 of the reinforcing steel is disposed as a spacing) It can be clearly seen in the figure Μ ^直 ^下 - end of the piece body (b suitable for fixing the end mold 51 horizontal wire ί 511 cable 6 through the front piece of cable groove 521 built in ^ ^ i f component size end die 52 vertical wire forming The steel cable 6 of the end mold member in the linear laying state of the device 5 is in the state of pre-casting/expanding the concrete, and the state of the pre-filled concrete is prepared by the slab. k(10) spacing (main The second and second shells are reviewed at the same time with reference to the sixth, seventh and eighth figures, which are the side view of the cross section of the invention, and the step A of the step A of the forming method 'Second embodiment of the multi-pre-twisted structure of the end mold body of the paving method: hand, Ding" pre-faced performance grip R9 Γ ίί is the front piece of steel cable fixed end mold 5 a proper spacing, member size end ^ ΐΐ ΐΐ ΐΐ spacing (main 預鑄 area), member size end mode 52, & appropriate two inches ^ core 52, b appropriate spacing (main 預鑄 area) ... member 52, a appropriate spacing, rear Steel cable solidity = for the cow to find the surface is clear and easy to smash its internal cable 6 linear paving: the first, the business has a step 3 placed steel Step 7 of the cage), and then through the steps of step c, even the 22 and 6 gauges are put into the connection kit 56, and all the μ Γ 件 心 心 迫 于 于 于 于 于The horizontal wire of the cable fixed end mold 51 is stretched/strongly to fix the front end of the cable 6 and extend the cable 6 of the rear end into the forming portion, and the steel cable 6 which is to be inserted therein is vertically oriented according to the member end mold 52 The perforations 531 on the inner hole-dividing piece 53 are distributed, and the perforations 531 on each steel cable t-reinforcing rod j 53 are pierced (a proper spacing), and the steel rib-dragon 7-seat body is worn until the lower portion - Chip end die body (b proper spacing), because the 預鑄 consecutive 13 1271467 5 pre-establishment mode is different, because it is necessary to leave the artificial pre-emptive empty film chart == 2 front = terminal ^^ back end The split hole piece 53 provided in the nw \ 2 vertical V-line groove 521 is pierced, and the most straight state is the same as that of the linear cable 6 of the end mold member of the first mold member. ^Fl brother of the second embodiment of the present invention, the molding apparatus is prepared for the preparation of the pre-potted structure, and the manufacturing method of the pre-tensioning structure is provided. The establishment of the set and the implementation of the above steps, in the actual pre-sliding process of the entire construction process 'and use the size of the end mold to change the structural strength of the structure can effectively strengthen the inside, the pre-forced structure of the formation of the sister , (4) to reach the single-speed mass production system = form with force = structure, get fast; ^, only with more practical economic benefits, bring a wider range of patents ff special 'so adequate In accordance with the investigation committee detailed review, = 4: quasi = Shen = this, the detailed investigation of the invention is a detailed description, but the above is only the invention: 斗 斗 t can not limit the implementation of the invention Scope, that is, according to the Philippine ί 范 van::; ί; change and modification, etc. ^ [Simple diagram of the figure] The appearance of the end mold body of the type device; 讧 = ί Γ 外观 构件 构件 构件 外观 外观 ;; 2 is a schematic side view of the first embodiment of the present invention; 14 1271467 is a cross-sectional side view of the first embodiment of the present invention立图; ~ The sixth picture is the invention BRIEF DESCRIPTION OF THE DRAWINGS FIG. 7 is a side view of a second embodiment of the present invention. The eighth embodiment of the present invention is a second embodiment of the present invention. Description] 5 forming device 51 front piece steel cable fixed end die 511 horizontal wire slot 52 component size end die 521 vertical wire slot 53 hole piece 531 perforation 54 rear piece cable fixed end die 541 horizontal wire slot 56 connection kit 561 left wrap Sheet 562 right cover sheet 563 cable perforation 564 sleeve 565 cover sheet sleeve groove 57 bolt 58 預鑄 bottom mold base 581 left side template 582 right side template 6 steel cable 7 steel reinforced nitrogen 15