1245093 玖、發明說明： 【發明所屬之技術領域】 本發明是關於一種成型裝置及其施工方法，特別是指 一種在混凝土樓板上預留開孔，且該混凝土樓板可以直接 形成地板使用的成型裝置及其施工方法。 【先前技術】 以往建築業者為了在樓板上預留開孔，通常係在建築 模板上預備預留開孔的位置安裝成型裝置，上述成型裝置 1的構w乃如圖1、2申請人前所申請之公告編號第449634 號赉月案般，係安裝在一模板1 〇上，包含··一塑膠成型 之底座U、數支將該底座11固定在模板10上的螺絲12、 一軸向套設在底座u之一環撐壁lu上的中空套管13、 :蓋設在套管13上方的頂蓋14,以及一連結底座u及頂 盍14的連結機構15。其中該連結機構15包括··一桿狀之 累接件151，以及一位在底座u下方並可和螺接件丨η螺 合的螺帽152。 使用時將螺帽152置放在底座u下方，並以螺絲12 將底座11固定在模板10上，之後將套管套設在底座 11之％擇壁lu外周緣，而該螺接件是穿經頂蓋μ 及底座π㈣螺们52相螺合。當混凝土灌注在模板ι〇 上且凝固後，即可在模板1〇上形成一混凝土樓板16，之 後螺鬆該螺接件151即可取下頂蓋14，而該底座u由於 精螺絲12和模板1G固定，因此，當模板Π)被拆解時， 该底座11會隨著模板10 _起被拆下，此時中空套管13 1245093 上之一直向通道131即形成混凝土樓板16上預留的開孔。 申睛人4所申請之成型裝置丨在架設後，該套管丄3 頂緣高度大致與欲成型之混凝土樓板16之一上樓面Mi 平齊，此種套管13頂緣高度大致與樓板16平齊的設計， 雖然無損其通風的效果，但依實際施工結果發現，在灌漿 後混凝土凝固t，若某些區域的模板發生偏突或偏塌時： 將相對造成某些區域的成型面較高凸而某些區域較低 陷，而使整區樓面產生不平整的現象，因此，若直接在各 10 15 個套管13頂端蓋設圖中未示出的蓋板時，整個上樓面 仍會存在不平整的現象。 在已知的技藝裡，有在騎土樓板16上料舖設一 個-個鄰併排列的「架高地板」，上述「架高地板」的設 計如圖11所示者。為了克服樓板16面高程誤差大的缺 失’此種在混凝土樓板16上方架設「架高地板」的方式， 雖然利用各架高地板下方的可調高度的支Η而可改善 面咼程誤差大的缺失，使利用雷射水平儀校正後的整區_ 高地板能夠平整，但是「架高地板」在施工上成本高、施 工繁複’而且其係呈點狀分佈的支撐，無法有效地支撐較 大型的機器’在設計上未盡理想，因此，如何改善混凝土 樓板16 _程誤差大的缺失，使其能夠直接作為地板來 使用’為該混凝土樓板16設計上待改進之課題。在發明 人的構思中，只要在前述不平整的混凝土樓面上再補舖水 泥漿，用以填平相對低凹的部位即可，但此時該套管Η 的頂緣僅與第-次成型的樓面平齊，無法提供二次成型之 20 1245093 用。 【發明内容】 5 10 15 本發明之目的係在提供—種在套管的上方安裝一可 微調高度之架高單元，藉以改善混凝土樓板的面高程誤差 值大之缺失的混凝土樓板預留開孔的成型裝置及1施工 方法。 〃 本發明之成型裝置係可安裝在一模板上，俾在灌漿形 成混凝土樓板時在該樓板上預留開孔，上述成型裝置包 2 ·數個成型組合體’每一成型組合體皆包括一安裝在 杈板上的固接單元、一位於該固定單元上的套管，以及一 可調整高度及安裝在套管上的架高單元。 藉該架高單元之安裝，以及可調整高度的設計，來縮 小該等架高單元之頂緣間的面誤差值，藉此達到縮小混凝 土樓板的面高程誤差值的功效。 《本發明的固接單元係用於將整個成型組合體固定在 、築模板Ji上述固接單元的構造並無特別的限制，其可 以$單一元件，即具有固定及承接的作用效果；或者^一 &疋元件及至7 1持元件所組成，其中該固定元件的外 觀或形狀亚無特殊的限制，只要能將整個成型組合體之支 ，兀件及套管固定於特定的定點上，使其於後面的水泥灌 ，作業時不致於產生移位或脫離的情形即可，另外，該固 定元件亦可考慮與支持元件的形狀相#合的形狀來做設 汁。在外觀設計上，該固定元件可為例如··圓形、角形、 方形、橢圓形等之盤狀物、輻射狀物、環狀物或點狀物等， 20 1245093 =狀物的固定元件可例如螺栓之—個或兩個 5 10 15 狀為實心盤狀物或中間局部鏤空的盤 ::疋元件固定於建築模板的方式可以鎖螺絲方 式’或鉚釘植入方式或直接焊固在模板上的螺帽形式。 ::明之支持元件係位於該固定元件上方， 壁面’該支持元件並無特殊的限制，其目的在於支持 二Γ套管在套設後不會產生移動、振動、搖晃、變 :、月^ 3外’支持兀件亦有可使套管精確套入的功 月二上逑支持元件的形狀例如：圓形、角形、方形、擴圓（ 形專之盤狀物、輻射狀物、環狀物或片狀物等，為了配入 套管之形狀，其以具有—往徑向外端水平往上突出的縣 壁為佳，前述支持元件的位置是位於固定元件的上方，例 如與固定7G件相連接或其上方的位置皆可，即只要可使套 管位於該支持元件上而不產生移動、搖晃或變形即可，支 持-件的設置位置及形狀大小可由套管内所受的混凝土 的不同壓力來決定，矣昝為 ^ g所又反力大的位置即需有支持元 1的設置’避免套管受遷力擠壓而變形或破裂；又該支持4 兀件可以螺絲焊固或鉚釘等方式固定在固定元件或 結機構上。 本么明之架局單元係安裝在套管的上方，其结 益 特胸艮制，只要可調整架高單元的高度而達到混凝域 工日守樓板水平、平整的目的即可，當然亦可依樓板施工的 要，來《，例如高度不同的樓板，傾斜的樓板的預留開 孔等，上述所謂套管的上方係指套管頂緣之上，包括正上 20 1245093 方斜上方等；上述架高單元的形狀及大小係依套管之形 ^及幻、來決n而言’架高單元包括—環套元件及 可„周正％件，環套元件具有—巾間鏤空的結構，此 間鏤空的結構包括中間鏤空的盤狀物，格子狀鎮空的盤狀 物，輪射狀鏤空的盤狀物等形狀，並裝設在套管的上方， 二亥套官之官壁頂緣相贴靠；可調整元件的架設點可 :套:::壁上，或位於套管的管壁上增設的_支撐結 :;、有調整環套元件高低位置的功能，可調整元件 ίο 15 20 明二4可:轉:螺絲，可伸縮的彈簧等’·另外，本發 一月的木…的令間鏤空區域之截面積佔套管之 疋而成之通道截面積的_以上，較佳娜以上，最佳土吩 此中間鏤空結構的目的係作為通風、流通空氣、過 濾空氣或維修管線通路 〃 α 、S Π ^ & 右中間鏤空結構太少則不利 通風、過濾 m維修管線通路等用途。 另外，本發明的架高單元置於套管頂緣之 早兀的頂緣高度與套管之頂緣高度二 度與套管之頂緣高度差即頁為緣/度士’此架高單元的頂緣高· 面高程臂差大的用來調整混凝土樓板 發明人的構思中:要1吏其能夠直峨 铺m H /、要在科不平整的崎土樓面上再補 舖水泥聚，用以填平相對低凹的部位即可。 再補 P:外’為了不使架高單元產生滑動、移動、位移，可 在架兩單元下方„個⑽ 矛夕冑位移，可 槽，兩者可緊密貼合而”…官上方開幾個承接的凸 史木N早兀不產生位移的現象；架 1245093 高單元的材質不刻意限制，可以使用金屬、不錄鋼、木材 或塑膠等為材料，大多數以不銹鋼為較佳。 ίο 單元或套管與固接單元二者呈一體成形物或其他任何形 式的連接，只要符合本發明的精神皆可。本發明的套管具 有-管壁，以及一由該管壁界定而成並形成樓板上開孔的 通道，該套管的形狀、大小係由預留開孔的形狀、大小來 決定，例如混凝土樓板預留開孔可為圓形或四邊形及多邊 A等’在®形的開孔時，該套管縣圓筒狀，套管係位於 支持疋件上，藉著支持元件的構造，以利於套管的連接。 15 # S明可另外加上連結一頂蓋與固定元件，或該頂羞 ^核板的$結機構，此連結機構的作用係可使本發明的 成型裝置在灌漿時更為穩固並可防止頂蓋麟，上述連結 機構的外觀形狀可為柱狀、鏈狀、環狀等等，上述連结機 構的具體例可為：^經頂蓋而螺接在螺孔上_接件，以 及一螺鎖在該螺接件卜f ^ 牛上方並使頂盍及固定元件緊密支持 套官的螺帽，此連姓媸媸 20 本發明之套管係位於固接單元上，所謂套管位於固接 單元上係指套管連接在固接單元上，較佳係套管位於固接 單元上方；其係包括套管與固接單元呈可分離之兩個獨立 _ 、 、、"祛構係為一種辅助設備，對本發明而 吕’並不盡然為必備的士 的°又備，另外，在防止頂蓋脫落及成 隻《衣置更為穩固太& V)一丄 ，“連結機構亦可採用在頂蓋上方直 接口疋的方式，例如 、風上方以一桿狀物或板狀物固定 一個或數個成型組合體， * ^ ^ 亦即，在預鑄場中以該桿狀物或 板狀物串聯固定至少一個成型組合體。 10 1245093 制，=型裝置的各元件或機構的材質並無特別的限 鋼為較b、不_、木材或塑勝等為材料，並以不錄 架高ΐ發1月：另外加上—非金屬材墊襯元件，其係夹設在 ο凡盍板間作為緩衝材質，而避免架高 ;:;:Γ音或掉漆’另外塾襯元件亦提細二 …目工日]’以避免套管在樓板成形的過程受到混凝土壓 =擠變形時，該蓋板無法安置在套管上；且塾襯元件的 10 15 又可方便爾後結構體上塗佈裝修材（例如：環氧樹脂 時，作為裝修材的收邊。 ~本發明所述之耗模㈣材質係依施卫方法不同而 定，其可為：木製、鋼製、塑膠製等等，若以預鑄式混凝 土，板的施工方法，該模板以使用鋼製材質為較佳，若為 現場建築式混凝土樓板的施工方法時，該模板 為佳。 衣 本發明之施工方法是利用前述成型裝置，而可形成一 預鑄式混凝土樓板，或者一現場建築式混凝土樓板，所謂 闕式的混凝土樓板施m，録樓層㈣預定地（現 場)以外的工地上，事先預鑄成預留開孔的混凝土樓板， 此預鑄的混凝土樓板再移至建築㈣地現場將其組合而 成的施工方法。而所謂的現場建築式混凝土樓板的施工方 法，係直接在建築物預定地樓板位置上施王的施工方法， 上述兩種施工方法的步驟包括·· ⑴將該’單元岐於預鑄式或者現場建㈣之模板上； 20 1245093 (2) 將該套管套設在該固接單元上； (3) 在模板上未設套管的部位進行灌注水泥漿； (4) 在套管上方架設該架高單元；及 (5) 填補水泥漿。 ▲本發明再一種混凝土樓板的施工方法，係將固接單元 與該套管之—體成形物固定於預鑄式或者現場建築用之 模板上，然:後再依序進行第⑶〜⑸個的加工步驟。 ίο 15 20 其中，上述施工方法的步驟（3)在模板上未設套管的 部位進行灌注水泥漿及步驟⑷在套管上方架設該架高單# 元可對換；另外，亦可在步驟⑷在套管上方架設該架高 單元後將墊襯元件置於架高單元之上方的步驟；步驟⑸ 填補水泥製係使用水泥、水、沙、碎石等混合物而成，作 為補平樓板的細部工作。 【實施方式】 有關本發明之前述及其他技術内容、特點與功效，在 以下配e參考圖式之較佳實施例的詳細說明中，將可清楚 的明白。 參閱圖3、4,本發明成型裝置2之一較佳實施例係安 瓜在一扠板20上，當混凝土灌注在該模板2〇上方且凝固 後，可在杈板20上方形成一預留有開孔的混凝土樓板21， 所述混凝土樓板2；[可為一般現場建築式樓板，或者為預 鑄式樓板。本發明之成型裝置2包含··數個第一成型組合 體22、數個第二成型組合體22，，以及數個靜電導引單元 23(在圖3中只示意單個）。#中該等成型組合體22、以， 12 1245093 的構造相同，其數量及間隔距離是依f要而定，每—成型 組合體22皆包括：一固接單元3、一套管4以及—架高單 元6 〇 上述固接單元3具有：—金屬製成之固^件Μ、數 個將該固定元件31固定地安裝在模板2〇上的螺絲32,以 及-套設在該固定元件31上方且由塑膠材料製成之支持 兀件3 3。就本發明之目的而言，該固接單元3亦可如圖丄 所示之單個。 ίο 15 配合圖5,本發明之套管4具有一圍繞一中心轴線而 設：管壁4卜以及一由該管壁41界定而成的通道“，上 述官壁41之-底端的内周面與支持元件％之外徑相當， 故兩者可穩固地套合，在該管壁41的頂端則具有一環往 上並往徑向外周緣斜伸的斜擴段4U、一環位於該斜擴段 411頂端的直伸段412，以及—環位於該直伸段412頂端 且往徑向外端水平延伸之套管突緣Μ 3。 20 』f發明之架高單元6是可調整高度及水平度地架設在 套3 4的上方，功用在於取代套管4的開口端，並因此 延伸该套官4的軸向高度。具有_環套元件6卜數個等角 度地谭固在環套元件61外周緣的擇片62，以及數支各別 螺鎖在撐片62上的撐高件63。該環套元件61包括··一大 致Μ樓板21之一樓面2Π平行的中空架設環圈611 '一自 該木叹％圈611之徑向内周緣往下垂直延伸的上直環圈 612、一環位在該上直環圈612底端且往下並往中央斜伸 的斜環圈613 ’以及一環自該斜環圈613底端垂直延伸的 13 1245093 =環圈其中該等直環圈612、614及斜環圈⑴的 :係”套吕4的内周緣相對應，而該架設環圈612係與 套管突緣413上下間隔。 〜、 本毛月之擇片62皆包括：一水平地焊固在環套元件 1之架設« 6U底面的架設部犯卜以及_自 ⑵往下垂直延伸而和環套元件61 Μ的延伸部^二 °亥架设部621上突出於該架設環圈611的位置開設一個直 向的螺孔623。而該等擇高件㈣為螺絲的形式，其係以 ίο 15 20 可螺轉的方式螺鎖在該等撐片62的螺孔623 _L，每-撐 高件63的下方各別形成—抵靠在樓板21之-上樓面211 上的的抵接面631。 本發明之靜電導引單元23是用來連結相鄰 合體22 ' 22,上的套总」你甘曰士上 吕4，使其具有接地及消除靜電的功 能’上述靜電導引單元23包括：兩個各別固定在該等成 型組合體22、22’之套管4上的金屬導電件23卜—連接在 該等導電件231間的銅製導線232，以及一將該第一成型 組^體22接地的導地接、線233’藉此讓該成型裝置2上的 套管4皆因接地而具有防靜電的功能。 參閱圖3、5、6，本發明之成型震置2在施工時，首 先將各成型組合體22、22,之固接單A 3安裝在模板2〇 上’然後套設該套管4’為了增進該套管4架設時的穩固 性’本發明在灌漿步驟之前，在套管4的上方安褒一個頂 蓋24,並利用-連結機構25將頂蓋24及固接單元3連結。 之後進行灌漿作業以形成該混凝土樓板2卜上述樓板^ 14 1245093 的上樓面211係與套管4之套管突緣413 +齊。待混凝土 樓板21成型之後，拆解該頂蓋24及連結機構25,即可在 樓板21上露出通道42。 5 3、7，值得進—步說明的是，本發明最主要的 目的係使該樓板21能夠直接形成地板來使用，然而直接 /tw破土成型之樓板21的面高程會產生比較大的誤差 值因此，本發明若直接在每一套管4的頂端蓋設一個蓋 板29，則蓋板29的高度及水平度仍不佳，無法提供平整 度良好的地板。為了克服前述缺失，本發明在套管4上方 1〇 帛設該環套元件6卜架糾方式係將該等撐片62直接焊 固在環套元件61的架設環圈611底端，然後將各撑高件 6丄各別地螺鎖在撐片62的螺孔623上，之後以水平儀測 定該環套元件61的水平度，並調整位於各角落之擇高件 63’使侍各裱套凡件61頂面具有較佳的水平度及平整度。 15 當各個架高單元6的高度及水平度調整恰當之後，再 於環套元件61及套管4之間填補如圖7所示之一填縫材 26 ’然後在架高單元6周圍的樓板21上塗佈一層水泥漿 層27，使其和其他部位的混凝土樓板面21等高，然後在 頂面塗佈一層具防靜電功能之環氧樹脂的塗佈層28,最後 2〇再於各環套元件61上方安置該蓋板29，即可克服混凝土 樓板21」‘水後面咼程誤差大的缺失。& 了避免蓋板μ直 接矛木问單元6摩擦產生噪音，本發明之成型組合體 2一2’可更包括-塾襯元件7，上述塾襯元件7是架設在環套 凡件64的上方’然後再蓋設該蓋板29，在組裝藝襯元件 15 1245093 7的情況下，該塗佈層28塗佈的高度和墊襯元件7平齊。 參閱圖3、6、8,更具體而言，本發明之施工方=可 以用來成型預鑄式混凝土樓板21或者現場建築式混凝i 樓板21，在兩種不同樓板21的施工上只是模板2〇 ^二式 略有差異，就加工步驟而言係屬相同，其中預鑄式混凝: 樓板21通常採用鋼材作模板2Q，而現場建築式混凝土樓 板21通常採用木材來製造模板2()，但無論是成型預轉式 樓板21或者現場建築式樓板21，其施工方法皆包括以^ 的某些步驟： 10 15 20 (1) 將該固接單元3固定在模板20上。 (2) 架設鋼筋。 (3)將該套管4套設在該固接單元3上。 ⑷將頂盍24安裝在套管4的上方，同時利用連結機構 25將頂蓋24及固接單元3以，或以—桿狀物或板 狀物在上方壓制固定一個或數個成型組合體22、 22’（串聯）。 ， (5) (6) 進行灌漿，以形成該樓板21。 拆解連結機構25及頂蓋24、桿狀物或板狀物等連結 機構。 ⑺$解«20,在拆解模板2()時由於該固接單元3是 安裝該模板20上，故會一併被拆解。 ⑻架設該等架高單元6’同時則揮高件⑽來調整環套 元件61的高度及水平度。 ⑼在環套元件61及套管4間填補填縫材％。 16 1245093 (10) 在樓板21上鄰近該架高單元6的位置舖塗水声 27 ’使混凝土樓板21的表面平整。 曰 (11) 在架高單元6上架設墊襯元件7。 (12) 塗佈一層由環氧樹脂構成的塗佈層28。 (13) 在各個環套元件61上方蓋設蓋板29。 參閱圖9、10，本發明成型裝置之另一較佳實施例亦 包含數個成型組合體，每一成型組合體則是包括固接單元 3、套管4以及架高單元6。本實施例與圖4之實施例的差 別在於：該套管4與固接單元3係一體成型。 本發明圖9之成型組合體在施工時，首先將一體成型 之固接單元3與套管4固定在模板20上，必要時亦可在 兩相鄰的固接單元3之間加設聯結桿件(未示於圖中），然 後架設鋼筋，架設鋼筋後的施工步驟則與圖8中第（4)步 驟及以下的步驟相同，不再說明。 由以上說明可知，本發明在套管4上方安裝可調高度 及水平度的架高單元6之設計，不僅未見於以往之成型裝 置，該項設計更可使各個供蓋板29架設之環套元件61的 頂緣開口更精確地位在同一平面上，以做為舖塗水泥製層 27之成型裝置，藉由填縫材26的填補以及水泥漿層27的 舖塗’可以縮小混凝土樓板21的面高程誤差值，使該混 凝土樓板21能夠在不必架設「架高地板」的前提下，直 接作為無塵室地板使用，上述設計不僅可降低施工成本， 亦可有效地改善混凝土樓板21的面高程誤差值差的缺失。 惟以上所述者，僅為本發明之較佳實施例而已，當不 17 1245093 月匕以此限定本發明眚 蘇Η万恭日日…、、靶圍，即大凡依本發明申請專利 乾圍及舍月説明書 彪，β 1 谷所作之間早的等效變化與修飾，昏 應仍屬本發明專利涵蓋之範圍内。 飾白 【圖式簡單說明】 立體分解圖； 圖1疋公告編號第449634號發明案之 圖2是該發明案之一組合剖視圖，· 圖 圖3是本發明成型裝置之—較佳實施例的組合剖視 ίο 15 20 -圖U該較佳實施例之—未完整的立體分解圖，單獨 顯示一套管及一架高單元； 人μ圖5是她佳實施例之—部份放大圖，顯示該成型組 5豆之一套管及一架高單元間的相對構造； ^是該較佳實_之—使用狀態參考圖，說明該成 型衣置在未灌漿前之安裝方式； 圖7是-類似圖5的部份放大圖，說明該成型在架設 該架高單元且填平後的狀態； 圖8是本發明施工方法之—較佳實施例的流程圖； 、·圖9是-類似圖4的未完整立體分解圖，說明本發明 成型裝置之另一較佳實施例的成型組合體構造； 圖10是一類似圖8的流程圖，說明本發明圖9之實 施例的加工步驟；及 圖11疋種^知架鬲地板的立體組合示意圖。 18 1245093 【圖式之主要元件代表符號說明】 2 成型裝置 412 直伸段 20 模板 413 套管突緣 21 樓板 42 通道 211 上樓面 6 架高單元 22 第一成型組合體 61 環套元件 22, 第二成型組合體 611 架設環圈 23 靜電導引單元 612 上直環圈 231 導電片 613 斜壞圈 232 導線 614 下直環圈 233 導地接線 62 撐片 24 頂蓋 621 架設部 25 連結機構 622 延伸部 26 填縫材 623 螺孔 27 水泥漿層 63 樓南件 28 塗佈層 631 抵接面 29 蓋板 7 墊襯元件 3 固接單元 31 固定元件 32 螺絲 33 支持元件 4 套管 41 管壁 411 斜擴段 191245093 发明 Description of the invention: [Technical field to which the invention belongs] The present invention relates to a molding device and a construction method thereof, particularly to a molding device in which a hole is reserved in a concrete floor and the concrete floor can directly form a floor. And its construction method. [Previous technology] In the past, in order to reserve openings in the floor, construction companies usually installed forming devices at the positions where the openings were reserved on the building formwork. The structure of the above-mentioned forming device 1 was applied by the applicant as shown in Figures 1 and 2. Announcement No. 449634, like a monthly case, is installed on a template 10, including a plastic-shaped base U, several screws 12, which fix the base 11 to the template 10, and an axial sleeve. A hollow sleeve 13 on the supporting wall lu of one of the bases u: a top cover 14 covering the sleeve 13 and a connecting mechanism 15 connecting the base u and the top 14. The connecting mechanism 15 includes a rod-shaped accumulating member 151 and a nut 152 below the base u and screwed with the screwing member η. During use, the nut 152 is placed under the base u, and the base 11 is fixed on the template 10 with screws 12. Then, the sleeve is sleeved on the outer peripheral edge of the base 11 of the base 11. The top cover μ and the base π㈣ screw 52 are screwed together. When the concrete is poured on the formwork ι0 and solidifies, a concrete floor 16 can be formed on the formwork 10, and then the top cover 14 can be removed by screwing the screw joint 151, and the base u due to the fine screws 12 and the formwork 1G is fixed. Therefore, when the formwork Π) is dismantled, the base 11 will be removed along with the formwork 10_. At this time, the hollow casing 13 1245093 is directed to the channel 131, which forms the reserved on the concrete floor 16. Cut out. The forming device applied by Shen Yanren 4 丨 After the installation, the height of the top edge of the sleeve 丄 3 is approximately flush with the upper floor Mi of one of the concrete floor plates 16 to be formed, and the height of the top edge of this sleeve 13 is approximately the same as the floor plate. 16 level design, although it does not impair its ventilation effect, but according to the actual construction results, it is found that after the concrete is solidified after grouting, if the formwork in some areas deviates or collapses: it will relatively cause the molding surface in some areas Higher convexity and lower depression in some areas cause unevenness of the entire floor. Therefore, if a cover not shown in the figure is placed directly on the top end of each 10 15 sleeves 13, the entire upper surface The floor will still be uneven. In the known technique, there is a “elevated floor” laid one by one on the riding floor 16 and the design of the above “elevated floor” is shown in FIG. 11. In order to overcome the lack of large elevation errors on the floor 16, the method of erecting a "elevated floor" above the concrete floor 16 can improve the large surface elevation error by using the adjustable height support under each elevated floor. The lack makes the entire area corrected by the laser level _ high floor can be leveled, but “elevated floor” has high construction cost and complicated construction, and its point-shaped support cannot effectively support the larger The machine is not ideal in design. Therefore, how to improve the lack of large errors in the concrete floor slab 16 so that it can be used directly as a floor is a problem to be improved in the design of the concrete floor slab 16. In the inventor's idea, as long as the aforementioned uneven concrete floor is re-paved with cement slurry to fill the relatively low-concave part, but the top edge of the casing Η is only the first time The molded floor is flush and cannot be used for secondary molding 20 1245093. [Summary of the invention] 5 10 15 The purpose of the present invention is to provide a kind of fine-adjustable height mounting unit installed above the casing, so as to improve the missing concrete floor slab which has a large elevation error value and reserves a hole. Molding device and a construction method.成型 The forming device of the present invention can be installed on a formwork. 开 An opening is reserved on the floor when grouting to form a concrete floor. The above-mentioned forming device package 2 · Several forming assemblies. Each forming assembly includes a A fixed unit mounted on a fork plate, a sleeve located on the fixed unit, and an elevated unit with adjustable height and mounted on the sleeve. The installation of the elevated unit and the design of adjustable height can reduce the surface error value between the top edges of these elevated units, thereby achieving the effect of reducing the surface elevation error value of the concrete floor. "The fixing unit of the present invention is used for fixing the entire molding assembly to the building template Ji. The structure of the above-mentioned fixing unit is not particularly limited. It can be a single element, that is, it has the effect of fixing and receiving; or ^ A & 疋 element and up to 7 1 holding element, wherein the appearance or shape of the fixing element is not particularly limited, as long as the branch, element and sleeve of the entire molding assembly can be fixed at a specific fixed point, It can be used in the subsequent cement irrigation to avoid displacement or detachment during operation. In addition, the fixing element can also be set to a shape that matches the shape of the supporting element. In appearance design, the fixing element may be, for example, a circular, angular, square, oval, or the like, a disk, a radiant, a ring, or a dot, etc. 20 1245093 = The fixing element of the object may be For example, one or two 5 10 15 bolts are solid disks or partially hollowed out in the middle :: The way the 疋 element is fixed to the building template can be screwed or rivet implanted or directly welded to the template. In the form of a nut. :: Mingzhi's support element is located above the fixed element. The wall surface has no special restrictions. The purpose is to support the two Γ sleeves that will not move, vibrate, shake, or change after being installed: ^ 3 The outer support element also has the function of enabling the sleeve to be accurately inserted. The shape of the upper support element such as: round, angular, square, rounded (shaped disk, radiation, ring). In order to fit into the shape of the sleeve, it is better to have a county wall that protrudes horizontally upwards at the radially outer end. The position of the aforementioned support element is above the fixed element, for example, with a fixed 7G piece. It can be connected or above, that is, as long as the sleeve can be located on the supporting element without moving, shaking or deforming, the setting position and shape of the support can be different from the concrete in the sleeve. It is determined by the pressure. The position of 反 g with high reaction force requires the support element 1 'to prevent the casing from being deformed or broken by the force of the moving force. The support element can be screwed or rivetted. Fixed-element This unit is installed above the casing, and it is made of special chest, as long as the height of the elevated unit can be adjusted to achieve the level and level of the floor floor in the concrete field. Yes, of course, according to the requirements of floor construction, for example, floors with different heights, reserved openings for inclined floors, etc. The above so-called casing above refers to the top edge of the casing, including directly above 20 1245093 Square obliquely upwards, etc .; the shape and size of the above-mentioned elevated units are in accordance with the shape of the casing ^ and magic, and in terms of the 'elevated units include-ring sleeve elements and can be %% pieces, the ring sleeve elements have-towel Hollow structure, the hollow structure here includes the hollowed out plate in the middle, lattice-shaped hollowed out plate, wheel-shaped hollowed out plate and other shapes, and is installed above the casing. The top edge of the official wall is in close contact; the setting points of the adjustable elements can be: sleeves ::: on the wall, or on the tube wall of the casing: _support knots:;, the function of adjusting the height of the ring sleeve element, Adjustable element ίο 15 20 Ming 2 4 can: turn: screw, retractable Spring etc. 'In addition, the cross-sectional area of the hollowed out area of the wood in January of this month accounts for more than _ of the cross-sectional area of the channel formed by the sleeve, preferably more than Na, and the best earthen structure of this middle hollowed out structure The purpose is to be used for ventilation, air circulation, filtered air, or maintenance pipeline passages 〃 α, S Π ^ & too few right middle hollow structures are unfavorable for ventilation, filtering maintenance pipeline passages, etc. In addition, the elevated unit of the present invention is placed in The difference between the height of the top edge of the casing top and the height of the top edge of the casing is two degrees and the height of the top edge of the casing is the difference between the page edge and the degree. The height of the top edge of this elevated unit is large. In the idea of the inventor for adjusting the concrete floor: he must be able to shop mH / m, and he must re-paste cement on the uneven slab floor to fill the relatively concave area. You can do it again. P: Outside 'In order not to cause the elevated unit to slide, move, and shift, you can „a ⑽ 胄 evening 胄 displacement under the two units of the rack, can be grooved, the two can be closely fitted together” ... above the official Drive several convex Shimu N early to do not cause displacement; 1245093 The material of the high unit is not intentionally limited. Metal, stainless steel, wood, or plastic can be used as the material. Most of them are stainless steel. The unit or the sleeve and the fixed unit are in an integrally formed or any other form of connection, as long as it conforms to the spirit of the present invention. The casing of the present invention has a tube wall and a channel defined by the tube wall and forming an opening in the floor. The shape and size of the casing are determined by the shape and size of the reserved opening, such as concrete Floor openings can be round or quadrangular and multi-lateral A, etc. In the shape of a ®-shaped opening, the sleeve is cylindrical, and the sleeve is located on the support. The structure of the support element is beneficial to the Connection of the casing. 15 #S can be added with a top cover and a fixing element, or a $ knot mechanism of the top plate, the function of this connection mechanism can make the molding device of the present invention more stable and prevent Top cover, the appearance shape of the connection mechanism may be columnar, chain-shaped, ring-shaped, etc. Specific examples of the above connection mechanism may be: ^ screwed to the screw hole via the top cover_connector, and a The nut is screwed on the screw connection part f ^ and the top cymbal and the fixing element tightly support the nut of the sleeve. This sleeve is 媸 媸 20. The sleeve of the present invention is located on the fixing unit. The connection unit refers to the sleeve connected to the fixed unit, preferably the sleeve is located above the fixed unit; it includes two independent _, ,, " destructive systems which are separable from the sleeve and the fixed unit. As an auxiliary device, Lu's is not necessarily an indispensable taxi for the present invention. In addition, in order to prevent the top cover from falling off and becoming "the clothes are more stable too & V)," the connection mechanism can also Use a mouthful directly above the top cover, such as a rod or The plate-shaped object fixes one or several molding assemblies, that is, ^ ^, that is, at least one molding assembly is fixed in series with the rod-shaped or plate-shaped object in the market. 10 1245093 Each element of the = type device Or the material of the mechanism is not limited to steel, such as b, non-wood, wood or plastic, etc., and it is issued with no recording rack. January: In addition—non-metal padding elements, which are clips It is located in the ο 盍 slabs as a buffer material, to avoid elevated ;;;: Γ sound or paint loss 'In addition, the lining elements are also refined two ... mean working day]' to prevent the casing from being subjected to concrete during the floor slab forming process. When the pressure = squeeze deformation, the cover cannot be placed on the sleeve; and the 10 15 of the lining element can also be used to coat decoration materials on the subsequent structure (for example, when epoxy resin is used as the finishing edge of the decoration material. ~ The material of the consumable mold according to the present invention is determined by different methods of guarding. It can be: wooden, steel, plastic, etc. If the concrete is used for the construction method of the concrete, the template is made of steel. The material is better. If it is the construction method of on-site building concrete floor, the formwork The construction method of the present invention is to use the aforementioned forming device to form a concrete concrete floor, or an on-site concrete floor, so-called concrete concrete floor slabs, and recording floors outside the intended place (on-site). On the construction site, a concrete floor slab is prepared in advance, and the concrete floor slab is moved to the construction site to combine it. The so-called on-site construction concrete floor slab construction method, It is a construction method of applying the king directly on the floor of the building. The steps of the above two construction methods include: · 岐 The unit is placed on the formwork or on-site formwork; 20 1245093 (2) The casing is sleeved on the fixing unit; (3) the cement slurry is poured on the formwork without the casing; (4) the elevated unit is erected above the casing; and (5) the cement slurry is filled. ▲ Another construction method of the concrete floor of the present invention is to fix the fixed unit and the casing to the formwork on the concrete or on-site building formwork, and then sequentially proceed to the third to the third Processing steps. ίο 15 20 Among them, step (3) of the above construction method is to pour cement slurry on the part where no sleeve is provided on the formwork and step ⑷ erection of the elevated unit above the sleeve can be exchanged; in addition, it can also be performed in step步骤 The step of erecting the elevated unit above the casing and placing the padding element above the elevated unit; Step ⑸ Filling the cement system is made of a mixture of cement, water, sand, crushed stones, etc., and is used as a floor slab Detail work. [Embodiment] The foregoing and other technical contents, features, and effects of the present invention will be clearly understood in the following detailed description of the preferred embodiment with reference to the accompanying drawings. Referring to FIGS. 3 and 4, a preferred embodiment of the molding device 2 of the present invention is angua on a fork plate 20. When the concrete is poured over the formwork 20 and solidified, a reserve can be formed above the fork plate 20. The concrete floor slab 21 with openings, the concrete floor slab 2; [may be a general site building floor, or a concrete floor. The molding apparatus 2 of the present invention includes a plurality of first molding assemblies 22, a plurality of second molding assemblies 22, and a plurality of electrostatic guide units 23 (only a single is shown in FIG. 3). # 中 中 The molded assembly 22 has the same structure as 12 1245093, and the number and interval are determined by f. Each of the molded assembly 22 includes a fixed unit 3, a set of tubes 4 and— Elevating unit 6 〇 The above-mentioned fixing unit 3 has:-a solid piece M made of metal, a plurality of screws 32 fixedly mounting the fixing element 31 on the template 20, and-set on the fixing element 31 Supporting element 3 3 made of plastic material above. For the purpose of the present invention, the fixing unit 3 may also be a single unit as shown in FIG. 15 With reference to FIG. 5, the sleeve 4 of the present invention has a central axis: a tube wall 4b and a channel defined by the tube wall 41. The inner periphery of the bottom end of the official wall 41 The outer diameter of the surface is the same as that of the supporting element%, so the two can be securely fitted together. At the top of the tube wall 41, there is a diagonally extending section 4U that goes up and extends obliquely to the radial outer periphery. A ring is located in the diagonally expanding The straight extension 412 at the top of the segment 411, and the sleeve flange M 3, which is located at the top of the straight extension 412 and extends horizontally to the radial outer end. The height unit 6 of the invention 20 is adjustable in height and level. Erected above the sleeve 34, its function is to replace the open end of the sleeve 4, and thus extend the axial height of the sleeve 4. The _ring sleeve element 6 is fixed on the outer periphery of the sleeve element 61 at equal angles. Edge selection piece 62, and a plurality of supporting pieces 63 screwed on the supporting piece 62. The ring element 61 includes a hollow erection ring 611 that is substantially parallel to one of the floors 21 of the M floor 21 An upper straight ring 612 extending vertically downward from the radial inner periphery of the wooden circle 611, and a ring located on the upper straight ring 61 2 The oblique ring 613 ′ that extends obliquely downward and toward the center and a ring 13 1345093 that extends perpendicularly from the bottom end of the oblique ring 613. Among the straight rings 612, 614 and the oblique ring ⑴ : 系 "The inner periphery of the sleeve 4 corresponds, and the erection ring 612 is spaced up and down from the sleeve flange 413. ~ 、 The selection sheet 62 of this hair month includes: a mounting part «6U bottom surface of the mounting part 1 welded horizontally to the mounting part 1 and an extension part that extends vertically from the bottom part to the mounting part 61 Μ ^ A straight screw hole 623 is provided on the erection portion 621 protruding from the position of the erection ring 611. The height-selecting pieces ㈣ are in the form of screws, which are screwed into the screw holes 623 _L of the supporting pieces 62 in a manner of turning 15 20, and are formed under the supporting pieces 63- The abutting surface 631 which rests on the floor 21-the upper floor 211. The static electricity guiding unit 23 of the present invention is used to connect the sleeves on the adjacent joints 22'22, "You Gan Shi Shang Lu 4 to make it have the function of grounding and eliminating static electricity." The above static electricity guiding unit 23 includes: Two metal conductive pieces 23b respectively fixed on the sleeves 4 of the formed composites 22, 22'—a copper wire 232 connected between the conductive pieces 231, and a body of the first formed group 22 The grounding ground wire and the wire 233 'make the sleeves 4 on the molding device 2 have an antistatic function due to grounding. Referring to Figs. 3, 5, and 6, during the construction of the forming vibration set 2 of the present invention, first, the fixed connection sheet A 3 of each forming combination 22, 22 is installed on the formwork 20 ', and then the sleeve 4' is sleeved. In order to improve the stability when the sleeve 4 is erected, before the grouting step of the present invention, a top cover 24 is installed above the sleeve 4, and the top cover 24 and the fixing unit 3 are connected by a coupling mechanism 25. Thereafter, grouting is performed to form the concrete floor 2 and the upper floor 211 of the above-mentioned floor ^ 14 1245093 is aligned with the sleeve flange 413 + of the sleeve 4. After the concrete floor 21 is formed, the top cover 24 and the connecting mechanism 25 are disassembled to expose the channel 42 on the floor 21. 5 3, 7 It is worth further progress-it is explained that the main purpose of the present invention is to enable the floor slab 21 to be directly used as a floor. However, the surface elevation of the floor slab 21 formed directly / twice will produce a relatively large error value. Therefore, if a cover plate 29 is directly placed on the top end of each sleeve 4 in the present invention, the height and level of the cover plate 29 are still not good, and a floor with good flatness cannot be provided. In order to overcome the foregoing shortcomings, in the present invention, the ring element 6 is provided above the sleeve 4 and the frame correction method is to directly weld the supporting pieces 62 to the bottom end of the mounting ring 611 of the ring element 61, and then Each of the supporting pieces 6 is screwed to the screw holes 623 of the supporting piece 62, and then the levelness of the ring element 61 is measured with a spirit level, and the height-selecting pieces 63 'at each corner are adjusted to make the mounting brackets. The top surface of each piece 61 has better levelness and flatness. 15 After the height and level of each elevated unit 6 are adjusted properly, fill in one of the jointing materials 26 'shown in FIG. 7 between the ring element 61 and the casing 4, and then slab around the elevated unit 6 A layer of cement slurry 27 is applied on 21 to make it equal to the concrete floor surface 21 of other parts, and then a coating layer 28 of epoxy resin with antistatic function is applied on the top surface. By disposing the cover plate 29 above the ring element 61, it is possible to overcome the shortcoming of the large error in the back of the concrete floor 21 "'. & In order to avoid the noise caused by the friction between the cover plate μ and the spear unit 6, the molding assembly 2-2 'of the present invention may further include a lining element 7 which is mounted on the ring sleeve 64. The top cover is then covered with the cover 29. In the case of assembling the lining element 15 1245093 7, the coating layer 28 is applied at the same level as the lining element 7. Referring to FIGS. 3, 6, and 8, more specifically, the construction party of the present invention can be used to form concrete concrete floor slab 21 or on-site architectural concrete floor slab 21, which is only a template for the construction of two different floor slabs 21. 2〇 ^ There are slight differences in the second type, which are the same in terms of processing steps. Among them, the 預鑄 type coagulation: The floor slab 21 usually uses steel as the formwork 2Q, and the on-site building concrete floor slab 21 usually uses wood to make the formwork 2 () However, whether it is a pre-rotating floor slab 21 or a building floor slab 21 on site, the construction method includes certain steps: 10 15 20 (1) Fix the fixing unit 3 on the formwork 20. (2) Erection of reinforcing steel. (3) The sleeve 4 is sleeved on the fixing unit 3. ⑷The top 盍 24 is installed above the sleeve 4, and the top cover 24 and the fixing unit 3 are connected by the connecting mechanism 25, or one or several molding assemblies are pressed and fixed on the top by a rod or a plate. 22, 22 '(in series). (5) (6) Grouting is performed to form the floor slab 21. Disconnect the coupling mechanism 25 and the top cover 24, the coupling mechanism such as a rod or a plate. If the solution is «20, when the template 2 () is disassembled, the fixing unit 3 will be disassembled because it is installed on the template 20. ⑻Erect these elevating units 6 ', and at the same time, swing up ⑽ to adjust the height and level of the ring element 61.填补 Fill the gap between the ring element 61 and the casing 4%. 16 1245093 (10) Apply water sound 27 'on the floor 21 near the elevated unit 6 to make the surface of the concrete floor 21 flat. (11) A pad element 7 is set up on the elevated unit 6. (12) Apply a coating layer 28 made of epoxy resin. (13) A cover plate 29 is placed above each ring element 61. Referring to FIGS. 9 and 10, another preferred embodiment of the molding apparatus of the present invention also includes a plurality of molding assemblies, and each molding assembly includes a fixing unit 3, a sleeve 4, and an elevated unit 6. The difference between this embodiment and the embodiment of FIG. 4 is that the sleeve 4 and the fixing unit 3 are integrally formed. During the construction of the molding assembly of FIG. 9 of the present invention, firstly, the integrally fixed fixing unit 3 and the sleeve 4 are fixed on the template 20, and if necessary, a connecting rod can be added between two adjacent fixing units 3 (Not shown in the figure), and then erection of the reinforcing bars. The construction steps after erection of the reinforcing bars are the same as step (4) and the following steps in FIG. 8 and will not be described again. As can be seen from the above description, the design of the present invention for installing the height-adjustable height unit 6 above the sleeve 4 is not only not seen in previous molding devices, but it also enables each ring for the cover 29 to be set up. The top edge opening of the element 61 is more accurately positioned on the same plane as a molding device for coating the cement layer 27. By filling the jointing material 26 and coating the cement slurry layer 27, the size of the concrete floor 21 can be reduced. The surface elevation error value enables the concrete floor slab 21 to be directly used as a clean room floor without the need to erect a "elevated floor". The above design can not only reduce the construction cost, but also effectively improve the surface elevation of the concrete floor 21 Missing error difference. However, the above are only the preferred embodiments of the present invention. When this is not the case, the limit of the present invention will be limited to the day of the Su ..., the target range, that is, the application of the patent in accordance with the present invention. The early equivalent changes and modifications between the β 1 valley and the month specification are still within the scope of the invention patent. White decoration [Simplified illustration of the drawing] A perspective exploded view; FIG. 1 疋 Announcement No. 449634 of the invention case FIG. 2 is a sectional view of a combination of the invention case, FIG. 3 is a molding device of the present invention-the preferred embodiment Combined sectional view 15 20-Figure U of the preferred embodiment-an incomplete exploded perspective view showing a set of tubes and an elevated unit separately; Figure 5 is a partial enlarged view of her preferred embodiment. Shows the relative structure between one casing and one elevated unit of the five-pack of the molding group; ^ is the best practice—the reference drawing of the use state, illustrating the installation of the molding garment before grouting; Figure 7 is -A partially enlarged view similar to FIG. 5, illustrating the state of the molding after the elevated unit is erected and filled; FIG. 8 is a flowchart of a preferred embodiment of the construction method of the present invention; and FIG. 9 is-similar FIG. 4 is an incomplete exploded perspective view illustrating the structure of a molding assembly according to another preferred embodiment of the molding apparatus of the present invention; FIG. 10 is a flowchart similar to FIG. 8 illustrating the processing steps of the embodiment of FIG. And FIG. 11 is a schematic three-dimensional assembly diagram of a kind of floor. 18 1245093 [Description of the main components of the drawing] 2 Molding device 412 Straight extension section 20 Template 413 Casing flange 21 Floor slab 42 Channel 211 Upstairs 6 Elevation unit 22 First molding combination 61 Ring element 22, No. Two-form assembly 611 Erection ring 23 Electrostatic guide unit 612 Upper straight ring 231 Conductive piece 613 Diagonal bad ring 232 Conductor 614 Lower straight ring 233 Ground connection 62 Support piece 24 Top cover 621 Mounting part 25 Connecting mechanism 622 Extension Part 26 Jointing material 623 Screw hole 27 Cement slurry layer 63 South floor piece 28 Coating layer 631 Abutment surface 29 Cover plate 7 Pad element 3 Fixing unit 31 Fixing element 32 Screw 33 Supporting element 4 Sleeve 41 Tube wall 411 Inclined section 19