M248822 捌、新型說明： 【新型所屬之技術領域】 本創作係為-種半預鑄梁柱接頭，主要可藉該半預禱梁柱 接頭達到免除接頭施工之複雜性的目的。 【先前技術】 綱助泥凝土結構（RC)工法製造梁、柱，其中的混凝 土主要為抗壓之用，鋼筋係為可抗拉及承受剪力，2使 混凝土結構物可承受地震力及載重。 於預铸施工法建造建築物時，尤其係位於下部的預鱗 柱上欲結合數預鑄梁及一上部的預鑄柱時，其係於平柱 接合處錯開預鑄柱（縱向）及各預鑄梁（橫向）所凸伸 设置=數支鋼筋’再封模後於梁柱接頭内灌注混凝土予 以固疋，但是，上述構造於實際使用時，卻具有如后的 缺點，有待改進： 上述構造於梁柱接頭處交錯橫方向及縱向之梁柱主鋼 助時，具有施工較複雜且因預留空間過小而不容許任何 施作上的誤差的缺點，在遇上鋼筋數量配置較多之設計 時’更會因梁柱接頭之鋼筋數量過多，空間不夠無法錯 開而有須放大粱；I；主尺升 、、— 寸之必要，有浪費材料不符經濟效 益之實，實有加以改善的必要。 【新型内容】 本創作者有鑑於前述習用結構於實際使用上仍然有其 缺點存在η以重新設計，主要係設計—種半預鑄梁柱接 M248822 頭。 本創作之主要目的係為提供一種半預鑄梁柱接頭，主 要係可達到節省成本、免除接頭施工複雜性的目的。 為了可達到前述的創作目的，本創作所運用的技術手 段係在於提供一種半預鎊梁柱接頭，包括有半預鱗梁柱接 頭設置於下層的預鑄柱上，以下層的預缚柱上穿出的鋼筋 穿入半預鑄梁柱接頭預設形成的數個貫孔内，鋼筋並穿入 上層的預鑄柱内部預埋之數個鋼筋續接器内，並再以無收 縮y ’里合’半預鑄梁柱接頭的側面位置設有下層鋼筋、 ^筋’令下層鋼筋可與外接的預鑄梁結合固定，箱筋及現 場施作之上層筋可與樓版結合固定，本創作具有可節省成 本、免除接頭施工之複雜性的優點。 >本創作之次要目的在於··半預鑄梁柱接頭中央上方直 接轭作至樓版完成面的高度，再加快施工進度。M248822 新型 Description of the new type: [Technical field to which the new type belongs] This creation is a kind of semi-concrete beam-column joint. The semi-prayed beam-column joint can be used to avoid the complexity of joint construction. [Previous technology] Gang-assisted mud-concrete structure (RC) construction method for manufacturing beams and columns. The concrete is mainly used for compression, and the reinforcement system is able to withstand tensile and shear forces. 2 The concrete structure can withstand seismic forces and Load. When the building is constructed by the precast construction method, especially when the number of beams and an upper pillar are to be combined on the prescale pillar located at the lower part, it is staggered at the joint of the flat pillars (longitudinal) and each The projected setting of the beam (transverse) = several steel bars', and the concrete is fixed in the beam-column joint after sealing. However, the above structure has the following disadvantages in actual use and needs to be improved: Constructed at the beam-column joint staggered transverse and longitudinal beam-column main steel, it has the disadvantages of more complicated construction and too small space to allow any construction errors. When it encounters a design with a large number of steel bars, 'Because there are too many reinforcing bars in the beam-column joints and there is not enough space to stagger the beams, it is necessary to enlarge the beams; I; the need to increase the main ruler's height by one inch, the waste of materials is not in line with economic benefits, and it is necessary to improve it. [New content] In view of the fact that the aforementioned conventional structure still has its shortcomings in actual use, it has been redesigned, which is mainly designed by a kind of semi-concrete beam and column connected to the head of M248822. The main purpose of this creation is to provide a semi-concrete beam-column joint, which can achieve the purpose of saving costs and eliminating the complexity of joint construction. In order to achieve the above-mentioned creation purpose, the technical means used in this creation is to provide a semi-pre-pound beam-column joint, which includes a semi-pre-scale beam-column joint arranged on the lower column and a pre-binding column on the lower layer. The rebar that penetrates penetrates into several through-holes formed by the semi-concrete beam-column joints, and the rebar is penetrated into the several reinforced continuity connectors embedded in the upper spar columns, and then with no shrinkage y ' The side position of Lihe's semi-concrete beam-column joint is provided with a lower layer of reinforcement, so that the lower layer of reinforcement can be fixed with the external concrete beam, and the box reinforcement and the upper layer reinforcement applied on site can be fixed with the floor plate. Creation has the advantage of saving costs and eliminating the complexity of joint construction. > The secondary purpose of this creation is to ... directly above the center of the half-column beam-column joint directly to the height of the floor finish surface, and then speed up the construction progress.
【實施方式】 X 本創作係一種半預鑄梁柱接頭，請參閱第一、二圖中 所示，包括有： 半_梁柱接頭（1(n ’其側面位置凸伸設有内部 數鋼筋的混凝土塊（11)，於半預铸梁柱接頭（1〇) 由中央向四周突出混凝土塊（11)並呈十字形，由混凝 A 1 )内穿伸至外部設有數支並列的下層鋼筋（1 2) ’各下層鋼筋（12)的外端部係由混凝土塊（ιι) 端部凸伸出-段適當距離與⑸斤，且箱筋（13)係由混 凝土塊（11)内部延伸至其上部一段適當距離； 預鑄梁柱接頭（10)的中央外側四邊角處分別 σ又有數個預設的貫孔（ 別為上、下… （14)係分 下貝通+預鑄梁柱接頭（1 〇 )。 以上述結構的組合後於使用時（如第―、二圖 不，於本創作中主要係於下部所設的預缚柱（2 凸伸的數支鋼筋f 9 j 1 々丄 上 庫穿# ，各支鋼筋（2 1 )係可分別對[Embodiment] X This creation is a semi-concrete beam-column joint, as shown in the first and second figures, including: Half-beam-column joint (1 (n 'the side position is protruded with internal number of steel bars) Concrete block (11), at the semi-precast beam-column joint (10), the concrete block (11) protrudes from the center to the surroundings and is in a cross shape, extending from the inside of the concrete A 1) to the outside with several parallel lower layers Reinforcement (1 2) 'The outer end of each lower level of reinforcement (12) is projected from the end of the concrete block (ιι)-an appropriate distance and weight, and the box reinforcement (13) is inside the concrete block (11) Extend to an appropriate distance from the upper part of it; 柱 beam column joint (10) at the center outside four corners respectively σ and there are several preset through holes (other than the upper and lower ... (14) is divided into the lower Betong + 預鑄Beam-to-column joints (10). After the combination of the above structures is used (such as the first and second figures, in this creation, it is mainly tied to the pre-bound columns (2 protruding steel bars f 9 protruding below). j 1 々 丄 上 库 穿 #, each bar (2 1) can be paired separately
應穿没進入書J 14)内，並朝上穿過貫孔（14)， 再插入上部所設之預鏟 續接器（？τ^ 預埋的數個鋼筋 " °P，再於貫孔（1 4 )、鋼筋續接器（3 1)與鋼筋（21)之間的間隙處灌入無收縮砂聚（ 結合固定，於本創作中的 側的預鏵梁⑷未干）分別與外 〈團？未不）上所設的鋼筋（圖中未示）結人 並以混凝土固定，雜餘f ! 〇、 σ 版（圖中夫-分别與梁上層鋼筋及樓 版（圖中未不）上所設的鋼筋（ ,m ^ ^ ^ U T禾不）結合並以混凝 土固疋’由於本創作可免除接頭於施卫時複雜性 可節省成本的優點。 〃 ％ =三、四圖中所示為本創作另—實施例，大部份相 同於第-圖中所示的半預鑄梁柱接頭（工〇 )構造，立不 同處在於：於半預鑄梁柱接頭（i 〇 )中央上 二 -高度略高於混凝土塊（11)高度的凸面（15):凸 面（1 5 )内預埋有並由侧面伸出並沿混凝土塊（ 方向=層鋼筋（16)，該凸面（15)頂面的高度係為 ㈣U㈣’亦可具有相同前述的創 M248822 作目的。 故於本創作中所欲達成最主要的創作目的在於：半預 鑄梁柱接頭（1 0)設置於下層的預鑄柱（2 〇)上，下 層的預鑄柱（20)上穿出的鋼筋（21)穿入半預轉梁 柱接頭（：0)預設形成的數個貫孔（“）π部，鋼筋 (! 1 )係穿入上層的預鑄柱（3 〇。下部内預埋的數個 :肋接态（3 1 )内’再以無收縮砂漿（3 2 )結合固 疋半預鑄木柱接頭的側面位置設有下層鋼筋（工 2 )與捅筋（1 3 )，下層鋼筋（1 2 )可分別與外側的 預鱗梁（圖中未示）結合固冑，箍筋（1 3 )可分別㈣ 上層鋼筋及樓版結合固定’可達到節省成本及免除接頭施 工之複雜性目的。 因此本創作係以相當簡單的空間結構型態下，可達 到節省成本與免除接頭於施工時之複雜性的目的，具有產 業上利用性，並具備有新賴性、進步性，實為一種創新且 實用的創作’爰依法具文提出申請。 【圖式簡單說明】 (一）圖式部分 圖係本創作之第一種實施例的立體分解圖。 第-圖係本創作之第_種實施例的結合剖視圖。 第二圖係本創作之第二種實施例的立體分解圖。 第四圖係本創作之第二種實施例的結合剖視圖。 (二）元件代表符號 M248822 (1 Ο)半預鑄梁接頭 (1 1 )混凝土塊 (1 2 )下層鋼筋 （ (14)貫孔 （ (1 6)上層鋼筋 （2 (21)鋼筋 （3 (3 1 )鋼筋續接器 1 3 )箍筋 1 5 )凸面 ! 0 )預鑄柱 0 )預鑄柱 ! 2 )無收縮砂漿It should be inserted into the book J 14), and pass through the through-hole (14) upwards, and then insert the pre-shovel connector (? Τ ^ several embedded steel bars " ° P, which is embedded in the upper part), The gap between the hole (1 4), the reinforcing bar connector (3 1) and the reinforcing bar (21) is filled with non-shrinking sand aggregate (combined and fixed, and the pre-beam beam on the side in this creation is not dry) and The steel bars (not shown in the figure) set on the outer group are tied and fixed with concrete, and the excess f! 〇, σ version (the husband in the picture-and the steel bar on the upper layer of the beam and the floor version (not shown in the figure)) No) The reinforcing bars (, m ^ ^ ^ UT Wo not) on the combination and solidified with concrete 'due to this creation can avoid the complexity of joints in the guard and save the cost. ％% = shown in the three or four figures This is another embodiment of the creation, most of which are the same as the structure of the semi-concrete beam-column joint (i.o.) shown in the figure-except that it is on the center of the semi-concrete beam-column joint (i 〇). 2-Convex surface (15) whose height is slightly higher than the height of the concrete block (11): The convex surface (15) is embedded in the convex surface (15) and protrudes from the side and along the concrete block (direction = layer of steel ( 16), the height of the top surface of the convex surface (15) is ㈣U㈣ ', and it can also have the same purpose as the previous creation M248822. Therefore, the most important creative purpose to be achieved in this creation is to: semi- 預鑄 beam-column joint (1 0) It is set on the lower pillars (20), and the steel bars (21) penetrated from the lower pillars (20) penetrate the semi-pre-rotated beam-column joints (: 0) by several presets. The hole (") π, the reinforcement (! 1) is penetrated into the upper column (30. Several embedded in the lower part: ribbed state (3 1), and then a non-shrinking mortar (3 2) A lower reinforcing bar (work 2) and a reinforcing bar (1 3) are provided at the side positions of the joints of the fixed cylindrical half cypress wood column, and the lower reinforcing bar (1 2) can be combined with the external prescale beams (not shown) respectively.箍, stirrups (1 3) can be separately ㈣ The upper layer of steel bars and floor plates can be fixed together to achieve cost savings and the complexity of joint construction. Therefore, this creation is based on a relatively simple space structure, which can achieve cost savings. And the purpose of eliminating the complexity of joints during construction, has industrial applicability, and is new and progressive It is actually an innovative and practical creation. The application is based on a written article. [Simplified illustration of the drawing] (A) The drawing part is a three-dimensional exploded view of the first embodiment of the creation. The combined sectional view of the first embodiment. The second figure is an exploded perspective view of the second embodiment of the present invention. The fourth figure is the combined sectional view of the second embodiment of the present invention. (II) Symbol M248822 (1 〇) half concrete beam joint (1 1) concrete block (1 2) lower layer steel bar ((14) through hole ((1 6) upper layer steel bar (2 (21) steel bar (3 (3 1) steel bar splicer 1 3) Stirrup 1 5) Convex! 0) Column 0) Column! 2) No shrinkage mortar