M375100 五、新型說明：、 . 【新型所屬之技術領域】 本創作係有關一種固定器，特別係指一種建築用模板與鋼筋 連結、角度限制用之鋼筋與模板連結固定裝置。 【先前技#ί】 隨著西洋樓閣風氣東進’加上台灣地窄人稠之高人口密度特 性’使得原屬於台灣代表性之土、磚堆砌而成之人字型屋瓦建築 物’已漸漸被西洋之高樓大廈所取而代之。 也正因為國内之居家、辦工建築物，已朝向樓層可堆砌更高 之火柴盒式水泥建築物，舉例而言，如居家常見之二至四層水泥 建築’為能達到高樓層之堅固安全性，除了運用具抗壓特性之水 泥外，更需結合抗力力極佳之鋼筋。 就目前吾人所知，鋼筋混泥土（RC)建造之複數層建築物， 首先於地面層之柱體（主承重結構）位置，插設數根圍繞呈矩形 之鋼筋，復將垂直蠢立於地面之數根鋼筋外周緣，以1〇15现間 距（柱端1G em、柱中央15⑽）方式套設麟健筋，以達垂直 插設之細長鋼驗住，及強化RC結構之橫向抗拉力特性，復於 柱體周圍架設模板’以利混泥土之灌注。 從而’上述利用鋼筋、箍筋與模板組合運用之RC混泥土建 築手段，存在以下之缺失： ”直蠢立之、，.田長鋼助，頂端（超出樓地板）往往會开》成一 3 M375100 預留段’供彎折後與筆直之鋼筋底端相互勾接，而達到第二（或 更多樓層）樓層之灌漿、搭建目的；但垂直插設之細長_ 使外周緣則、間距方式套設有難，防止鋼筋朝外扭轉、垂頭彎 曲頂端預留段則因法套設箍筋，以致朝内形成扭轉、垂頭彎曲 之不在固定位置之情況，該情況卻容易導致後續搭接之鋼筋無 法保持各樓層位置-致之狀態，連帶亦會影響主結構之結麵 度’確實有加以改進之必要。 【新型内容】 本創作主要係提供—_筋與池連_之連軸定裝置。 本創作另-目的難透過上述連結固找置，翻各 接之鋼筋，皆位於最初（最底端）插接位置，讓各樓層之鋼^ 拉強度維持-致性之鋼筋與模板連結固定裝置。 為達到上述職功效，本創作所勒_筋與模板連結固定 ^置’主要包括-塑膠製成之套接件，該套接件具有一 C形環繞 部，该C形環繞部兩自由端，則朝内拗折出—對稱夾臂，該對 夾臂外部則形成有-開π，内部卿讀·連接之具擴擇特性 之套接口 ’以利鋼筋夾套用；-狀件，至少設有—板面 板抵靠鎖固之用’·及-連接件，用以連結夹套鋼筋之套接件^ 嶋；細 至於本創作詳細技術手段，及難、_空_態，兹列舉一 M375100 較佳實施例陳述如下。 L貫施方式】 請配合參照第一、_ 固定裝置』，如_示關本_『觸與模板連結 二M375100 V. New type description: , . [New technical field] This creation is related to a kind of fixture, especially a kind of steel bar and template joint fixing device for connecting the building formwork with steel bars and angle limitation. [Previous technique #ί] With the enthusiasm of the Western Pavilion, and the high population density characteristic of Taiwan’s narrow people, the building of the hermitic roof tile that was originally representative of Taiwan’s representative soil and bricks has gradually It was replaced by the Western Towers. It is also because of domestic homes and office buildings that taller matchbox-type cement buildings can be stacked on the floor. For example, if the two- to four-story concrete buildings are common in the home, the sturdiness of the high floors can be achieved. Safety, in addition to the use of pressure-resistant cement, it is necessary to combine the steel with excellent resistance. As far as we know, the reinforced concrete (RC) construction of multiple layers of buildings, first in the column of the ground layer (main load-bearing structure) position, inserted a number of rebar around the rectangular, the vertical will stand upright on the ground The outer circumference of several steel bars is set at a distance of 1〇15 (1G em at the end of the column and 15 (10) at the center of the column) to form a reinforced rib for vertical insertion and to strengthen the transverse tensile force of the RC structure. The characteristic is that the template is built around the column to facilitate the perfusion of the concrete. Therefore, the above-mentioned RC concrete construction method using the combination of steel bars, stirrups and formwork has the following shortcomings: "Standing straight,, Tian Changgang, the top (beyond the floor) will often open" into a 3 M375100 reserve The section 'bends and hooks to the bottom end of the straight steel bar to reach the bottom (25 or more floors) of the grouting and construction purpose; but the vertical slug is _ so that the outer periphery and the spacing are difficult to set To prevent the steel bar from twisting outwards and the top end of the curved head to be reserved, the stirrup is set by the method, so that the twisting is formed inward and the bending of the vertical head is not in a fixed position, which may easily lead to the failure of the subsequent overlapping steel bars. The position of each floor - the state of the joints will also affect the crusting degree of the main structure. It is necessary to improve it. [New content] This creation mainly provides the connection device of - _ _ _ _ _ _ _ _ _ _ _. Another-purpose is difficult to find through the above-mentioned joints, and the steel bars that are connected to each other are located at the initial (bottom end) insertion position, so that the steel strength of each floor is maintained and the reinforcement is bonded to the formwork. In order to achieve the above-mentioned functions, the present invention is mainly provided with a sleeve made of plastic, and the sleeve has a C-shaped surrounding portion, and the C-shaped surrounding portion has two The free end is folded inwardly - a symmetrical clamping arm, and the outer side of the pair of clamping arms is formed with -opening π, and the inside of the clamping arm is connected with a socket with a widening characteristic for the purpose of reinforcing the steel sleeve; At least the - panel is used for the locking of the '· and - the connecting piece, which is used to connect the sleeve of the jacketed steel bar ^ 细; fine as detailed technical means of this creation, and difficult, _ empty _ state, enumerated A preferred embodiment of the M375100 is as follows. L-through mode] Please refer to the first, _ fixed device, such as _ show off _ "touch and template link two
之環繞部12 ’該C形環繞部工2開放之兩自由端，則=C形 :=:Γ4,臂14 外部：： “，·1 44:=:42 連接之_ =部12未連結設計，令該套接口具備了可彈: f Χ献各⑽（驗）_^且為強化套 接口 ！44與鋼筋之套合夾合翻性，對稱夾臂以對絲接口 14 4之表面，形成有提昇咬合強度、磨擦系數之磨擦部i 4 6 (如齒表面或壓花表面）； -連接件2 0，係自環燒部工2表面一體延伸之斜板體； 固疋件3 0 ’係自上述連接件2 〇末端一體延伸而成圖 式所揭則L卜高度遞減之階錄第—板面3 i及第二板面 3 2 ’該第-、第二板面31、3 2連接處，因高度遞減設計形 成-垂直之内擋緣3 3 ’該第二板面3 2外側端，則朝下延伸一 與該内擋緣3 3相互平行之外擋緣3 4，該外擋緣3 4表面則形 成有螺孔3 4 2 ’螺孔3 4 2則螺設有-調整件3 5;且為強化 M375100 固定件3 0與模板之結合穩固性，第·一、第二板面3 i、3 2表 面’則貫穿有若干個孔A，俾，配合一鎖固元件B達到固定件3 0第板面31或第—板面32,與該模板相互鎖固目的。 再參照第三、四圖所示’本創作之使用方式及達到之效果如 下： 將垂直矗立之每根鋼筋4 〇頂端，由套接件丄〇開口 i 4 2 朝雌入，並彈性錢於套接口 i 4 4，再將圍設在主體周緣預 設距離之模板5〇，其頂面與固定件3〇之第一板面3U或第 二板面3 2 ’視模板5 〇與鋼筋之距離遠、近）抵靠，復利用鎖 固元件B，貫穿表面之孔Ait鎖結下方之魏5 〇，藉由固定件 3 〇與模板5 Q相互鎖固形—支點，以利連接件2 〇另一端套接 二10，得將扭曲、彎曲之鋼筋4 〇拉引（導正）至插接端（鋼 筋底端）之同一位置。 透過本創作鋪錢板連結@定裝置，儀—端之套接件夹 套鋼筋頂端，再利用相異端之固定件形成之第一、第二板面（或 f個板面設計亦可）與鋼筋距離差異，再選擇適當板面鎖固模 板後’即可將彎垂偏底插接位置之鋼筋頂端（貫指超出樓地面之 預留段），拉引至預設位置功效，以確保各樓層搭接之鋼筋，皆 位於同插接位置，以維持各樓層之鋼筋抗拉力一致性功效。 對稱創作用來套接鋼筋之套接件，特別採用轉及彈性 ==則可令套接，彈性擴撐之特性，令直徑不依 之鋼“可夾套’㈣_每_筋尺寸，敎專狀寸鋼筋與 板連、、、。HJ枝Μ· ’喊得具備通雜之功效。 板鎖=之固用定件戦之多個板面設計，可滿足不同灌漿厚度之模 一柄而，同時第-、第二板面間之内擋緣，則提供鎖固於第 之錄Γ趣向财、錄之細_縣；第二板面外側 孔內=除提供細於第二減之模域向抵靠拥；其表面螺 土肖整件’更提供未能抵靠於内擋緣或外播緣之模板，橫向 抵罪、支撐功效。 綜上所陳，本創作『鋼筋與模板連結固定裝置』，透過特殊 =鋼筋與她連接狀固定裝置_，财麵各樓層搭接之鋼 助，置’簡在底端最初插接關—位置猶，以轉各樓層之 鋼筋抗拉強度-致性優點，新穎之巧思創作，更能克服習知結構 缺失’並提昇鋼筋抗拉強度維持—致之進步性功效，業已 型專利應有之新雛及進步轉點，纽法向麟提出新型專 利申請’懇請鈞局能早日准予本案專利權，至感德便。 M375100 【if式簡單說明】 — 第一圖係本創作連結固定裝置之立體外觀圖。 第二圖係本創作連結固定裝置之套接件俯視圖。 第三圖係第二圖之套接件套設鋼筋之示意圖。 第四圖係本創作連結固定裝置連接鋼筋與模板之使用狀態 圖。 【主要元件符號說明】 1:連結固定裝置 3 2 :第二板面 10:套接件 3 3 :内擋緣 12:環繞部 3 4 :外擋緣 14:對稱夾臂 3 4 2 :螺孔 1 4 2 :開口 3 5 :調整件 14 4 :套接口 4 0 :鋼筋 2 0 :連接件 5 0 :模板 3 0 :固定件 A :孔 31:第一板面 B:鎖固元件 14 6 :摩擦部Surrounding portion 12' The C-shaped surrounding part 2 is open at the two free ends, then = C-shaped: =: Γ 4, arm 14 external:: ", · 1 44:=:42 connected _ = part 12 unconnected design , so that the set of interfaces is equipped with bullets: f Χ 各 each (10) (test) _ ^ and for the reinforcement of the socket! 44 and the steel sleeve clamping and versatile, symmetrical clamping arm to the surface of the wire interface 14 4, formed There is a friction part i 4 6 (such as a tooth surface or an embossed surface) which improves the bite strength and the friction coefficient; - the connecting piece 20 is a sloping plate body integrally extending from the surface of the ring burning part 2; the solid piece 3 0 ' Extending from the end of the connecting member 2 to the end of the connecting piece, the height of the L-thickness is reduced. The first plate and the second plate surface 3 2 'the first and second plates 31, 3 2 The connecting portion is formed by the height decreasing design - the vertical inner retaining edge 3 3 'the outer end of the second plate surface 3 2 extends downwardly and is parallel to the inner retaining edge 3 3 and the retaining edge 3 4 The surface of the retaining edge 3 4 is formed with a screw hole 3 4 2 'the screw hole 3 4 2 is screwed with the adjusting member 35; and the reinforcing stability of the M375100 fixing member 30 and the template is strengthened, first and second Board surface 3 i, 3 2 table 'There are a plurality of holes A, 俾, with a locking element B to reach the fixed plate 30 plate surface 31 or the first plate surface 32, and the template is locked with each other. Referring to the third and fourth figures 'The use of this creation and the effect achieved as follows: 4 〇 top of each rebar standing vertically, from the socket 丄〇 opening i 4 2 towards the female, and elastic money on the socket i 4 4, and then The template 5 is disposed at a predetermined distance from the periphery of the main body, and the top surface and the first plate surface 3U or the second plate surface 3 2 ' of the fixing member 3 视 depend on the distance between the template 5 and the reinforcing bar, and are close to each other, By means of the locking element B, the hole Ait of the through-surface is locked under the Wei 5 〇, and the fixing member 3 〇 and the template 5 Q are mutually locked to the fulcrum, so that the connecting member 2 and the other end are sleeved by the second 10, The twisted and bent steel bar 4 pulls the lead (guided) to the same position of the plug end (the bottom end of the steel bar). Through the creation of the money board, the @定装置, the instrument-end socket is clamped to the top of the steel bar, and then The difference between the first and second plates (or f plates can be designed) formed by the fixed ends of the different ends and the distance between the reinforcing bars Then, after selecting the appropriate board surface locking template, the top end of the steel bar that is bent at the bottom of the bottom position (the cross section of the concrete floor beyond the floor) can be pulled to the preset position to ensure the overlapping of the floors. The steel bars are located in the same docking position to maintain the uniformity of the tensile strength of the steel bars on each floor. Symmetrical creation is used to socket the steel bars, especially using the rotation and elasticity == to make the socket, elastic expansion The characteristics of the support, so that the diameter does not depend on the steel "can be jacketed" (four) _ per _ rib size, 敎 special-shaped steel bars and plates,,,. HJ Branch 喊 shouted with the effect of mixing. Plate lock = the fixed plate of the fixed part ,, can meet the different grouting thickness of the mold, while the inner and the second plate between the retaining edge, the lock is provided in the first record Interesting to the financial, recorded fine _ county; the outer side of the second plate surface = in addition to providing a finer than the second reduction of the mode domain to the abutment; its surface snails of the whole piece 'more provide failure to rely on the inner rim Or the template of the external broadcast, horizontal sin and support. In summary, the creation of "rebar and formwork anchoring device", through the special = steel and her connection-like fixtures _, the steel floor of each floor of the financial floor, set the 'simplified at the bottom of the initial plug-off position In fact, the advantages of the tensile strength of the steel bars on each floor, the novelty of the creative creation, the ability to overcome the lack of conventional structure and improve the tensile strength of the steel - the progressive effect, the existing patents should have New chicks and progress points, Newfa proposed a new patent application to Lin. 'Please ask the bureau to grant the patent right in the case as soon as possible. M375100 [Simple description of if] - The first picture is a three-dimensional appearance of the creative connection fixture. The second figure is a top view of the socket of the present creative fastening device. The third figure is a schematic view of the socket of the second figure. The fourth figure is a diagram showing the state of use of the reinforcing bars and the formwork connected to the fixture. [Description of main component symbols] 1: Connection fixing device 3 2 : Second plate surface 10: Socket 3 3 : Inner rim 12: Surrounding portion 3 4 : Outer rim 14: Symmetrical clamping arm 3 4 2 : Screw hole 1 4 2 : Opening 3 5 : Adjusting piece 14 4 : Socket 4 0 : Rebar 2 0 : Connecting piece 5 0 : Formwork 3 0 : Fixing piece A : Hole 31 : First plate face B: Locking element 14 6 : Friction part