482845 A7 五、發明說明（[) 於種桁網鋼筋混凝土構造，特別是指 構:其構並且主要構件均可 生產，不僅快速〜質穩定，且可節省材料使用，再者， 於前述結構内穿設輔助㈣，以提高結構之結合 在施工時、工時的耗費，並使混凝土洗灌時流 通性更佳，避免各知匆骨、鋼浪鈑（Deck)阻礙混凝土之 界面產生，構架結構係以析架型態組成箱型整體，不僅穩 固，且可利，其形杬特性提高結構之強度及勒性，進而加 強建物之耐震及抗強風等外力之功效。 按的鋼骨混凝土（Rc)或鋼骨鋼筋混凝土 (SRC )建築構造，其主要構架結構係以H型鋼爲骨架， 或以鋼筋及鞭筋綁紮框圍形成鋼筋籠，而在於鋼骨骨架或 鋼筋籠外侧組裝模板，再於模板所隔出的容置空間内遁灌 混凝土，待混凝土於-段時間凝固後，再將外層的模板一 -拆下，此即爲傳統之鋼骨混凝土或鋼骨鋼筋混凝土建築 結構，然而習知鋼骨混凝土或鋼骨鋼筋混凝土建築構造其 結構及於施工時卻存在有下列之缺失· -、習知鋼筋混凝土構造，以跪性混凝土包裹勃性鋼 筋，但由於混凝土受震時，容易產生開裂爆碎，使鋼筋失 去支撐及握袤力，進而造成屋倒人亡事故，9S1集集大地 震造成鋼筋混凝土建物倒塌損毁，便是明證。 二、習知鋼骨鋼筋混凝土構造，鋼骨被包覆在構件中 心，由於其距離中性軸距相對減小，提供之貫性矩値（工 本紙張尺度適用中國國家標準規格（210 X 297公釐）飞 (請先閱讀背面之注意事項再填寫本頁) 訂---------線在 經濟部智慧財產局員工消費合作社印製 482845 A7 B7 五 、發明説明（之） 經濟部智慧財產局員工消費合作社印製 、’ J )等亦較少，換言之，其並無法完全發揮鋼骨強度， 造成材料浪費。 三、 習知的鋼骨鋼筋混凝土之施工中，模板組裝不易 ，模板面上之雜物或釘模綁置鐵線等裝置繫條，又或吊桿 斤鑽孔之雜屑將影響混凝土品質外，且鑽孔亦容易鑽破水 電管路，造成日後漏水及改善修理時需打除結構體混凝土 ’而損及結構體之缺失。 四、 鋼骨鋼筋混凝土之施工中，由於構材内的鋼骨、 鋼筋與模板間隙狹窄，除增加混凝土澆置及搗實之困難外 ’更因混凝土係在密閉之模板内澆置，通流性不良，蜂窝 (如因灌漿時氣泡所產生之空孔洞）情形因無法事先察知 ，遂無法即時加以改善，容易形成結構包覆不實現象: 五、 鋼筋混凝土或鋼骨鋼筋混凝土之施工中.，結構骨# (施工包括鋼骨、鋼筋、模板及混凝土澆置等工程，除^ $界面多外，施工工程進行之人員需求、調配與管理均相 當困難，因而難以確保工程之品質。 目 六、 鋼筋混凝土或鋼骨鋼筋混凝土之施工中，銅筋 杈板及支撐等材料之儲放，除空間需求較大外，更形^ 礙工作人員之通行及施工作業所需順暢性之障礙，^妨 工地環境管理之負荷。 七、 鋼筋混凝土或鋼骨鋼筋混凝土之施工中， 木模板隔置出一灌漿空間，而該等木模板除易腐蝕:、：用 哥命短，且係屬臨時性作業，使用之模板及支撐 = 工後的整體結構並無加強之效益，除造成資源浪費外，士元 其 t® CNS ) A4規格（21〇x297公慶 1 — ：------#-------訂------f (請先閲讀背面之注意事項再填寫本頁) 482845 A7 B7 五、發明説明（今） 製作材料之運用反而造成森林資源之浪費。 八、 鋼筋錢土構造之基本原理爲：鋼骨與鋼筋混凝 (請先閱讀背面之注意事項再填寫本頁) 土兩部份結合體來共同承受外力作用；但兩者界面除 握裹不良，而易生龜裂外，鋼筋混凝土部份，易因配筋量 之不足或遭逢地震或受到外力撞料，其構材之大變= 開裂、破碎，輕則因内部管路遭破壞而易滲水外， 嚴重影響結構之安全。 ’ ’首更 九、 習知鋼骨鋼筋混凝土構造，鋼骨及鋼浪飯常阻礙 混凝土漿體，而易在樑與柱或立柱與樓版之接合處 形成施工或結構界面，進而成爲整體結構之弱點處。 訂 缘此，本發，人有鐘於f純及SRc建築存^有 缺失，而長年以來均未能有所突破，而且 切 骨鋼筋混凝土結，無法達成構件、組件先於：心 產:再於現地快速組裳及隸混凝土之複合化工法= ，爲此本㈣人本著乡年從f建築行業專業之 厂 經不斷試驗、研究，遂得以首先發明出本發明'土整 本發明之主要目的，其主要係在提供二二 經濟部智慧財產局員工消費合作社印製 主及橫樑的構架結構、壁體及樓版結構 助鋼條穿設其間，而外表封設塑形網模 、、輔 遂形成結構系統整體性，而如此所構成之 t王漿體， 似箱型結構之高度穩固，且更強化結構之=系=其整體 及抗強風等功效性之桁網鋼筋混凝土構造，徒向耐震 本發明之另一主要目的，其主要作^ 爲各組成構件之結構架構，使各構件妗二供以桁架型態 卞岣可於工廒加工作業 本紙張尺度適财關家標準（0奶）六4規格（27^297公釐 X ). 經濟部智慧財產局員工消費合作社印製 A7 五^~- 而生屋機械化、快速又品質穩定，更可節省材料使用，進 減乂人力、工時之耗費，俾以降低成本，提高效率。 纽点i發明之又一主要目的，其主要係在提供一種藉由各 ς成構件皆設呈桁架型態，使混凝土澆灌於結構内時，其 ^通性更佳外，亦可充分利用桁架形抗特性，以及在其外 緣所封固之塑形網模片的圍束作用，以避免混凝土產生 |坪，並使整體結構更具強韌性之桁網鋼筋混凝土構造。 本發明之主要特徵，其係設有：街架形態之立柱、橫 二:構木結構··其係設由主支架及繫條等構件搭組構成； 壁體結構骨架··係以許多直立支架排列於壁體構建處，又 直乂支架之端部係與横樑之構架結構或樓層版結構骨架相 接者’、樓版結構骨架：係以多個水平支架橫跨排列於橫樑 間構成樓層版面之骨幹者；若干輔助鋼條，係分別穿設於 柱、樑之構架結構、壁體結構骨冢及樓版結構骨架内；塑 形網模片，係舖設於前述組成之結構表面，供作爲洗灌漿 體時之載漿外模。 有關本發明爲達上述目的與功效，所採用之技術手段 ，茲舉出較佳可行實施例，並配合圖式所揭示，詳加説明 如下： 首先，請參閲第一〜五圖所承，本發明主要包括以下 結構： 以形狀鋼組構成桁架形態之立柱、橫樑等之構架結構 1 ··其係設有以型鋼爲構材之主支架10，請配合參閲第一 〜三圖所示，供預設置在成型柱、樑之角隅處，於該等主 本紙狀度適用中國國家 (請先閱讀背面之注意事項再填寫本頁) -訂 經濟部智慧財產局員工消費合作社印製 482845 A7 -----------B7 五、發明説明（;） ^ 支架10之板面上設有許多組接孔1〇〇，許多繫 設接連於兩兩主支架10間，而在該等繫_之二 1，係架 有組接孔no，供與主支架10之組接孔1〇〇對人^別凝 7螺組接合，另，其中在於呈對角向連接之繫^遂精虫累件 架10間係設有連接配件U對稱相接組設，所以4 =與主支 件I2的板片上亦設有若干組接孔，以供螺:寺=接配 條11螺組； 7穿套繫 而該等柱、樑之構架結構i於組裝時，其係 支架10板面上穿設組接孔100，並將連接配件u固f ^主 支架10上之預定位置處，次將繫條u分別以其端部的組二 孔110，和主支架10及連接配件U上之組接孔 100 、 120 對正，再藉由螺件7 —一穿組螺鎖固定，以形成桁架式之 立柱或棱操之構架結構1，另於柱、樣結構交角處皆加強 設有以L型角鐵形成之補強件u (如第—圖所示）； 壁體結構骨架2:其係設與立柱及橫樑之構架結構相 接之直立牆面結構者，該壁體結構骨架2係由許多直立支 架2〇及許多輔助鋼條4橫向穿組而成，其中該等直立支架 2〇係設有二對稱豎立之直條2〇〇，於二直條2〇〇間連接組 設有連固接條2〇1，而該等直立支架2〇、直條2〇〇或連固 接條201係可設爲形狀鋼（如角鋼、槽鋼I、◦型鋼· ··等麼 態）或鋼條所構成或直接以形狀鋼挖槽孔之型態代替（如 第五圖所示）； 樓版結構骨架3 (請配合參閲笫四、五各圖所示）： 其係架設於橫樑所框圍之樓層版部份所構成之骨架，其係 本紙張尺度適财酬家iiTHis) A4規格（21Gx^FT^ -一 ίί.-------%/-----訂------#1 f請先閲讀背面之注意事項再填寫本頁j 經濟部智慧財產局員工消費合作社印製 482845 A7 B7 五、發明説明（G) 由許多水平支架30及許多輔助鋼條4架置而成，其中該等 水平支架30係爲設有二相向對稱設置之直條300，在直條 300上固設有若干連固接條301接連架組（其可以螺固、 焊固等接合方式組合），又該等水平支架30之直條300或 連固接條301係可設爲形狀鋼（如第五圖之a、b、c各 圖所示，其可設爲L型角鋼、C型鋼、U型槽鋼或其他形 狀鋼材）或鋼條等構成組件之結構（或直接以形狀鋼接槽 孔之結構形態替代，如第五d圖所示）；又該等水平支架 30係依序以適當間距排列於兩橫向橫樑間，且該等水平支 架30的上方直條300係架置在橫樑之構架結構1其上方主 支架10板面； 若干輔助鋼條4 (請同配合參閲第三、四圖所示）， 係分別穿設於構架結構1、壁體結構骨架2或樓版結構骨 架3内，其中在於該等輔助鋼條4其端部並可彎設錨定鋼 條40，該端部彎設之錨定鋼條40可分別向上及向下凸伸穿 入橫棵之構架結構1内’或穿伸入壁體結構骨架2、或橫 向穿伸於樓版結構骨架3内； 若干固模條5 (請配合參閲第三、四圖所示），係架 設於構架結構1、樓版結構、牆面結構之外緣，其係設由 槽鋼或型鋼構成，係與構架結構1中之繫條11或主支架10 直接固接，而其外侧係供與塑形網模片6貼合並以固模元 件60組設； 塑形網模片6，係舖設於前述組成結構之表面，係供 作爲灌漿時之載荷漿體之外模片，其並藉由固模元件60以 (請先閲讀背面之注意事項再填寫本頁)482845 A7 V. Description of the invention ([) In truss-reinforced concrete structure, especially the structure: its structure and main components can be produced, which is not only fast and stable, but also saves the use of materials, and in the aforementioned structure Installation of auxiliary rafters to increase the cost of construction and construction time during construction, and to improve the flowability of concrete during washing and filling, to avoid the formation of concrete interface and concrete structure by the bones and steel sheets It is a box-type whole with a rack-type structure, which is not only stable, but also profitable. Its shape and shape improve the strength and tensile strength of the structure, and then strengthen the building's earthquake resistance and resistance to external forces such as strong wind. The main structural structure of a steel reinforced concrete (Rc) or steel reinforced concrete (SRC) building structure is a H-shaped steel frame, or a steel and steel frame or steel bar is used to form a steel cage. The formwork is assembled on the outside of the cage, and concrete is poured into the accommodating space separated by the formwork. After the concrete has solidified in a period of time, the outer formwork is removed and removed. This is the traditional steel-reinforced concrete or steel skeleton. Reinforced concrete building structure, however, the structure and structure of steel-reinforced concrete or steel-reinforced concrete building are known to have the following deficiencies.-, Reinforced concrete structure is known, and kneeling concrete is used to cover the flexible steel. During an earthquake, cracking and blasting are likely to occur, causing the reinforcement to lose its support and gripping force, which will cause a fatal accident in the house. The evidence of the collapse and damage of reinforced concrete buildings caused by the 9S1 Chichi earthquake. 2. Knowing the steel-reinforced concrete structure, the steel frame is covered in the center of the component, and its distance from the neutral wheelbase is relatively reduced to provide the consistency moment (the paper size of the paper is applicable to Chinese national standards (210 X 297 mm) Fei (Please read the precautions on the back before filling this page) Order --------- Printed on the line of the Intellectual Property Bureau of the Ministry of Economic Affairs's Consumer Cooperatives 482845 A7 B7 V. Description of Invention (of) Intellectual Property of the Ministry of Economic Affairs The bureau's consumer cooperatives also printed less, 'J', etc. In other words, it could not fully exert the strength of the steel skeleton, causing waste of materials. 3. In the construction of the conventional steel-reinforced concrete, the assembly of the formwork is not easy. The debris on the formwork surface or the nail mold is tied with iron wire and other device ties, or the debris of the drill rod drilling will affect the quality of the concrete. And the drilling is also easy to break the water and electricity pipelines, which will cause water leakage in the future and the need to remove the structural concrete when repairing and damage the structure. 4. In the construction of steel-framed reinforced concrete, due to the narrow gap between the steel frame, steel bars and formwork in the structural material, in addition to increasing the difficulty of placing and tamping the concrete, it is because the concrete is placed in a closed formwork and flows. Poor properties, the situation of honeycomb (such as voids generated by air bubbles during grouting) can not be improved immediately because it cannot be detected in advance, and it is easy to form structural coatings that are not realized. Fifth, the construction of reinforced concrete or steel reinforced concrete. ， 结构 骨 # (Construction includes steel skeletons, steel bars, formwork, and concrete placement. Except for the ^ $ interface, the personnel requirements, deployment and management of the construction project are very difficult, so it is difficult to ensure the quality of the project. In the construction of reinforced concrete or steel-reinforced concrete, the storage of materials such as copper ribbed plates and supports, in addition to the large space requirements, is more ^ an obstacle to the passage of workers and the smoothness required for construction operations, ^ The load of environmental management in the construction site may be affected. 7. In the construction of reinforced concrete or steel-reinforced concrete, the wood formwork is separated by a grouting space, and the wood formwork is removed. Easy to corrode:,: short life span, and it is a temporary operation, the template and support used = the overall structure after the construction has no enhanced benefits, in addition to causing waste of resources, Shi Yuanqi t® CNS) A4 specifications ( 21〇x297 Public Holiday 1 —: ------ # ------- Order ------ f (Please read the notes on the back before filling out this page) 482845 A7 B7 V. Description of the invention (Today) The use of production materials has resulted in waste of forest resources. 8. The basic principle of the structure of reinforced money and soil is: coagulation of steel and steel bars (please read the precautions on the back before filling this page). The combination of two parts of soil To bear external forces together; but in addition to poor grip and easy cracking, the reinforced concrete part is susceptible to insufficient reinforcement, or encountered earthquakes or impacted by external forces. Cracking and breaking, it is easy to seep outside due to the damage of the internal pipeline, which seriously affects the safety of the structure. '' First change9. Know the steel-reinforced concrete structure, steel bones and steel waves often hinder the concrete slurry, and it is easy to Construction or structural interface between beam and column or column and floor Therefore, it becomes the weak point of the overall structure. By definition, the author has found that there are no flaws in the f pure and SRc buildings, but they have not broken through for many years, and the reinforced concrete knots have not been able to reach the component. The component comes before: Xinbirth: then the compound chemical method of quickly forming the clothes and the concrete in the local area =. For this reason, the people in the township have been invented from the professional manufacturers of the construction industry through continuous testing and research. The main purpose of the present invention is to provide the frame structure, wall body and floor structure of the printed consumer and cooperative cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs and the Ministry of Economic Affairs to help the steel bars pass through, and the appearance The encapsulation of the shaped mesh mold and the auxiliary structure form the integrity of the structural system, and the t king slurry formed in this way is highly stable like a box structure, and the structure is more strengthened = system = its overall and strong wind resistance Truss-reinforced concrete structure, anti-seismic, another main purpose of the present invention, which is mainly used as the structural structure of each component, so that each component (2) can be provided in a truss type, which can be used in industrial processing operations. The scale is suitable for family care standards (0 milk) 6 4 specifications (27 ^ 297 mm X). A7 printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs ^ ~-The raw housing is mechanized, fast and stable in quality. Save material usage, reduce labor and man-hour costs, in order to reduce costs and improve efficiency. Another main purpose of the invention of the knuckle point i is mainly to provide a truss type by using various members to make concrete when poured into the structure, which has better connectivity and can also make full use of the truss. The truss-reinforced concrete structure of the truss mesh reinforced concrete structure, which has the characteristics of ruggedness and the shape of the mesh mesh that is sealed at its outer edge, to avoid concrete generation and make the overall structure more robust. The main feature of the present invention is that it is provided with: a column in the form of a street frame, a crossbar 2: a wooden structure ... it is composed of a main support and a tie bar and other components; a wall structure skeleton ... The brackets are arranged at the wall construction, and the ends of the straight brackets are connected with the frame structure of the beams or the floor structure skeleton ', the floor structure skeleton: a plurality of horizontal brackets are arranged across the beams. The backbone of the floor layout; a number of auxiliary steel bars that pass through the frame structure of the columns and beams, the skeletal structure of the wall structure and the skeleton of the floor structure; the plastic mesh mold is laid on the structural surface of the aforementioned composition, It is used as the outer mold for the grouting. Regarding the technical means adopted by the present invention to achieve the above-mentioned objects and effects, the preferred and feasible embodiments are provided, which are disclosed in conjunction with the drawings, and described in detail as follows: First, please refer to the first to the fifth drawings. The present invention mainly includes the following structures: A structure of a column, a beam, etc. which is formed by a shape steel group in the form of a truss, etc. It is provided with a main support 10 with a profile steel as a material, please refer to the first to third figures For pre-installation at the corners of the shaped columns and beams, applicable to Chinese countries on these master papers (please read the precautions on the back before filling out this page)-Order printed by the Intellectual Property Bureau of the Ministry of Economic Affairs and Consumer Cooperatives 482845 A7 ----------- B7 V. Description of the invention (;) ^ There are many sets of connection holes 100 on the plate surface of the bracket 10, and many of them are connected between two or two main brackets 10, and In these systems_bis1, the system frame has a group connection hole no for jointing with the group connection hole 100 of the main bracket 10 to a person ^ 7 screw group, and the other is the system connected diagonally. ^ The 10 spermatozoon accumulated pieces are equipped with connection fittings U symmetrically connected, so 4 = with the main branch I2 There are also several sets of connection holes on the sheet for the snails: temple = mating strips 11 snails group; 7 threaded sleeves and the structure of these columns and beams i is assembled, it is set on the 10 surface of the bracket The connection hole 100 is fixed at a predetermined position on the main bracket 10, and then the tie bar u is divided into two sets of holes 110 at the ends, and the group connection holes on the main bracket 10 and the connection fitting U. 100, 120 alignment, and then screw 7-a group of screw locks to form a truss-type column or edge structure frame structure 1, and at the intersection of the column and the sample structure are reinforced with an L-shaped angle Reinforcement u made of iron (as shown in the figure); Wall structure skeleton 2: It is an upright wall structure which is connected with the frame structure of columns and beams. The wall structure skeleton 2 is composed of many uprights The bracket 20 and a plurality of auxiliary steel bars 4 are horizontally penetrated into groups, and the upright brackets 20 are provided with two symmetrical vertical bars 200, and the connecting groups are connected and fixedly connected between the two straight bars 200. Strips 201, and the upright brackets 20, straight strips 200, or even the fixed fixing strip 201 series can be set as shape steel (such as angle steel, channel steel I, ◦ shaped steel ··· Etc.) or steel bars or directly replaced by the shape of steel slotted holes (as shown in Figure 5); floor structure skeleton 3 (please refer to Figures 4 and 5 for cooperation): It is a skeleton constructed on the floor version of the frame surrounded by beams, and it is a paper size suitable for financial professionals iiTHis) A4 specification (21Gx ^ FT ^-一 ί .-------% /- ---- Order ------ # 1 f Please read the precautions on the back before filling in this page. J Printed by the Intellectual Property Bureau of the Ministry of Economic Affairs, Consumer Cooperatives 482845 A7 B7 V. Description of the invention (G) Many horizontal brackets 30 and many auxiliary steel bars 4 are mounted, wherein the horizontal brackets 30 are straight bars 300 provided with two opposite symmetrically arranged bars, and a plurality of connecting bars 301 are connected to the straight bars 300 (their It can be combined by screwing, welding, etc.), and the straight bars 300 or connecting bars 301 of the horizontal bracket 30 can be set as shape steel (as shown in the a, b, and c of the fifth figure, It can be set as the structure of the component (such as L-shaped angle steel, C-shaped steel, U-shaped channel steel or other shaped steel) or steel bars (or directly replaced by the shape of the shape steel connecting the slot holes). Generation, as shown in the fifth figure d); the horizontal supports 30 are sequentially arranged between the two horizontal beams at an appropriate interval, and the straight bars 300 above the horizontal supports 30 are mounted on the beam structure 1 The upper main bracket 10 has a plate surface; a plurality of auxiliary steel bars 4 (see the third and fourth figures for cooperation) are respectively arranged in the frame structure 1, the wall structure frame 2 or the floor structure frame 3, Among them is that the auxiliary steel bars 4 can be provided with anchor steel bars 40 at their ends, and the anchor steel bars 40 bent at the ends can respectively protrude upward and downward into the frame structure 1 of the horizontal tree ' Or penetrate into the wall structure skeleton 2, or horizontally penetrate into the floor structure skeleton 3; a number of fixed strips 5 (please refer to Figures 3 and 4) are tied to the frame structure 1, the floor version The outer edge of the structure and wall structure is composed of channel steel or section steel, which is directly fixed to the tie bars 11 or the main bracket 10 in the frame structure 1, and the outer side is provided with the plastic mesh mold 6 Combined to form a set of mold fixing elements 60; Shaped mesh mold 6 is laid on the surface of the aforementioned composition structure, and is used for grouting Slurry outside bearing die, and by which a solid mold member 60 (Read back surface of the page and then fill Note)
本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公釐）及 482845 發明説明This paper size is applicable to China National Standard (CNS) A4 specification (210X297 mm) and 482845 invention description
五、 將塑形網模片6固設於構裝奸 L—__h_______-- (請先閱讀背面之注意事項再填寫本頁) 版結構骨架3之外表面，而二冓1、壁體結構骨架2及樓 片或網格片外貼掛飾材板等=塑形網模片6係可設爲網格 於铺置時，以下舉出若干可行至於該塑形網模片6在 〜六e圖所示加以説明： 一知方式，配合圖示第六a 如第六a圖所示，如在壁體亩 加 上直接以固模元件6〇將塑形網乂爻未20的兩側直條2〇0 壁體結構骨架2外緣或樓板結^力6^ (網格片61)封固於 該塑形網模片6形成粗糙面f目架3之下緣，待灌漿後 穩固抓持； "讀供粉飾<牆面泥漿8 另如第六b圖所示，其係在於直 上，以網格片61及飾材板62貼 =〇的直條200 固模元件⑼將網格片61與錦材板62螺^^模片6，而 漿後由於飾材板62與網格片β1已貼人 〇，如此，當灌 固後免拆除飾材板62，即可直接=二’、 所以混级土凝 飾之二次施工，或不需再粉;泥潢，減少勒 再如第穴c圖所示，其係在於網格广， • m H · 塾設有若干具有料厚度之間隔器⑽，，飾材板邮 可爲螺母、墊圈...等具有—^厚度之讀^器63係肩 於網格片61與外_材板62具有間隔器⑽之厚二如此’售 的牆表面或樓板底面可具較厚的牆面或板面泥漿8 層，例如可增加對壁體内结構構材、預設管路7之保護，$ 可供作需要較厚之牆表面之結構施作； ’' 又如第六d圖所示，該結構骨架表緣亦可直接舖設飾 本紙張尺度適用中國國家榡隼（CNS) A4規格（2WX297公釐） 482845 經濟部智慧財產局員工消費合作社印製 Λ7 五、發明説明（X ) 材板62，於飾材板62板面上加& 又欠 材板62間以固定器65穿組，木:束緊條64，而兩對向之飾 固模元件6〇螺固，如此，步2讓固足器65穿通束緊條64與 6之另一實施例的結構施^手^一種可拆卸之塑形網模片 再者’參閲第六e圖所示 一侧直條2〇0上組設網格片不’其係在壁面結構骨架2之 飾材板62及配合束緊條64及^丨而於另側則以間隔器63， 組，當灌漿後可形成—侧爲=义器65和固模元件60螺設搭 表面作爲之外牆面，而另侧^厚的牆面泥漿8構成的牆 8或搭配裝潢之内壁牆面；Ί需粉刷較薄粉飾牆面泥漿 惟，以上之實施方式+ 之實施方式 。 / 通運用手段而適用於樓板 組配時，首先請配合參閲一〜 一 橫樑之構架結構1於其主支加 五圖所不，將立柱、 繫條11組設於主支架10的相固設連接配件12，並把 繫條11的兩端分別螺組於斜向邾上接連’、以及把郅分 定，再者，將直立支架20和水平目應”件12上固 、300及連固接條201、3〇1架設3 = 條2〇0 架結構1搭組於立柱、樺樑之 9 時係將構 9.... 頂足處，並把壁體結構骨契 二 各別立暨於立柱間、及撐架橫樑間構：： ，面土广分之骨架，以及再把樓版結構骨架3之水= 二。穿排列於二對向平行之橫樑間’次取輔助鋼 樓版处構^ 構1、壁體結構骨架2之直立支架⑽ 樓版、，、σ構月架3之水平支架30内，並令該輔軸條4 本紙張尺度顧悄_^r(CNS)—Μ規格（210Χ2_ (請先閲讀背面之注意事項再填寫本頁)V. Fix the plastic mesh mold 6 to the structure L —__ h _______-- (Please read the precautions on the back before filling this page) The outer surface of the version 3 of the structural skeleton 3, and the structural skeleton 2 of the wall 2 and floor sheet or grid sheet externally attached to the decorative material board, etc. = plastic mesh mold sheet 6 can be set as a grid when laying, the following is a list of some feasible. The plastic mesh sheet 6 in ~ six e The figure shows the explanation: In a known way, in conjunction with the sixth illustration a, as shown in the sixth a figure, as shown in Figure 6a, the two sides of the plastic netting 20 are straightened with the mold fixing element 60. Strip 200 The outer edge of the wall structure skeleton 2 or the floor slab ^ force 6 ^ (grid sheet 61) is sealed to the shaped mesh mold sheet 6 to form a rough surface f the lower edge of the eyepiece frame 3. After the grouting, hold it firmly. Hold "" reading for whitewashing < wall surface mud 8 Another, as shown in the sixth figure b, it is straight up, with a grid sheet 61 and a decorative board 62 stick = Straight 200 fixed element ⑼ will net The grid sheet 61 and the brocade sheet 62 are screwed ^^ 6, and after the paste, the trim sheet 62 and the grid sheet β1 have been pasted. In this way, when the trim sheet 62 is removed without filling, it can be directly equal to two. ', So mixed grade two Construction, or no need for powder; mud decoration, reducing Le Zai as shown in Figure c, which is based on a wide grid, • m H · 塾 is equipped with a number of spacers with material thickness ⑽, decorative board post It can be a nut, a washer, etc. The reader 63 with a thickness of ^ is attached to the grid sheet 61 and the outer plate 62 has a spacer. The thickness of the wall is so that the wall surface or floor bottom can be compared. 8 layers of thick wall or board surface mud, for example, it can increase the protection of the structural materials and preset pipelines in the wall, and can be used for the construction of structures that require thicker wall surfaces; As shown in Figure 6d, the structure skeleton surface can also be laid directly. The paper size is applicable to the Chinese National Cricket (CNS) A4 specification (2WX297 mm) 482845 Printed by the Intellectual Property Bureau Staff Consumer Cooperatives of the Ministry of Economic Affairs Λ7 V. Description of the invention (X) wood plate 62, plus & material board 62 is attached with a fixture 65 between the wood plate 62, wood: tightening bar 64, and the two opposite sides are decorated with mold screw 60 In this way, step 2 allows the foot holder 65 to pass through the structure of another embodiment of the tightening strips 64 and 6. ^ A hand ^ a detachable plastic mesh mold. Referring to the sixth figure e, a grid sheet is set on the straight bar 2000 on one side, which is not attached to the decorative material plate 62 of the wall structure skeleton 2 and the tie bars 64 and ^ 丨 on the other side. Spacer 63, group, can be formed after grouting-the side is = wall 65 and fixed element 60 are screwed on the surface as the outer wall, and the other side is a wall 8 composed of thick wall mud 8 or matching decoration The inner wall and wall surface; Ί It is necessary to paint a thinner whitewashing wall mud. However, the above embodiment + embodiment. / When using the method to apply to the floor assembly, please first refer to the framework structure of a crossbeam ~ 1 on its main support plus five figures. Set up columns and tie bars 11 on the main support 10 Set the connection fittings 12, and screw the two ends of the tie bar 11 on the oblique crests, and divide the crests. Furthermore, the upright bracket 20 and the horizontal eyepiece should be fixed on the piece 12, 300 and connected. Fixing strip 201, 301 erection 3 = 20,000 erection structure 1 Assembling on the column, birch beam at 9 o'clock, the structure will be 9 .... the top foot, and the wall structure bone two separate Stand and stand between the columns and the beams of the supporting beams::, the skeleton of the wide soil, and then the water of the floor structure skeleton 3 = 2. Wear the auxiliary steel arranged between the two parallel beams. Floor version structure ^ Structure 1, wall structure skeleton 2 upright bracket ⑽ Floor version, σ, σ structure moon frame 3 in the horizontal bracket 30, and the auxiliary shaft bar 4 paper size Gu quiet_ ^ r (CNS ) —M specifications (210 × 2_ (Please read the precautions on the back before filling this page)
'發明説明（ η 40=刀+別凸伸入立柱、橫樑之構架結構工内，龙 体太乂柱、檢樑之構架結構1交角處加強固設有補強 ，3 ·以及在於格組骨架結構周侧固設有固模條5，之後 在於如^述組成結構之表面舖置塑形網模片6，其係 模兀件6Q將塑形網模片6與構架結構1之主支架10 =條U或固_5、及㈣結構骨架2之直立支架2〇、 =構骨架3之水平支架3〇分別固組，即可形成封設 :構表缘之«模，並進行混凝均隸，而減土凝固 I，1系^塑形網模片6表面進行粉刷修辞（外贴飾材板者 /曰f而再知飾），如此，以形成具有高度韋刃性之椅網鋼 肋k疑土結構。 另^卜^於本發明之縣結#1之另—較佳可行實施 广&第七、八、九圖所示，其係把主支架1〇及各擊 烊Γ万式接合固定，而在於主支架1〇外圍以若干固 ，’而摄等111权框架14係以型狀鋼組設成框體 ;=r10及繫條11框圍束制形成構架結構1之另- 經濟部智慧財產局員工消費合作社印製 二，口此，結構内亦穿設輔助鋼條4 (如第八圖所 :牛模網模片6 (參閲第九圖所示），以固接 凡件60封故於固模框架14之圍框外。 經由以上説明可知，本發明確會且女τ 成功效： "具有下列之優點及達 一、桁架形態之立柱及橫樑構架，π 強度，並利用其形抗特性，可達成節省;= 一、王要構件，如：樑、柱及髮體、樓版結構之梅架 482845'Explanation of the invention (η 40 = knife + do not protrude into the frame structure of columns and beams, the structure of the dragon's pillars and beams is reinforced at the corners of the frame structure, and 3 is the lattice structure A molding strip 5 is fixed on the peripheral side, and then a plastic mesh mold 6 is laid on the surface of the composition structure as described above. The molding element 6Q connects the plastic mesh mold 6 to the main support 10 of the frame structure 1 = The U or solid_5, and the upright bracket 20 of the structural skeleton 2 and the horizontal bracket 3 of the structural skeleton 3 are respectively fixed to form an enclosure: a «mold of the surface edge and coagulation are performed. While reducing soil solidification I, 1 series ^ plastic mesh mold 6 surface with whitewashing rhetoric (for those who stick the decorative board / f), so as to form a highly ribbed chair mesh steel ribs The structure of the suspected soil. In addition, in the county knot # 1 of the present invention-a better feasible implementation is shown in Figures 7, 8, and 9, which consists of the main bracket 10 and each hitting Type joints are fixed, but the main frame 10 is fixed at the periphery, while the 111 weight frame 14 is formed by a profiled steel frame; = r10 and tie bars 11 are framed to form a frame structure. 1 Another-Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. At the same time, auxiliary steel bars 4 are also worn in the structure (as shown in Figure 8: Bull Mold Mesh Sheet 6 (see Figure 9) 60 pieces are fixedly attached to the outside of the surrounding frame of the solid mold frame 14. From the above description, it can be seen that the present invention does succeed and the female τ succeeds: " It has the following advantages and the truss shape of the columns and beams The structure, π strength, and the use of its form resistance characteristics can achieve savings; = I. Wang Yao components, such as: beams, columns and hair bodies, floor frame structure 482845
高構造品質。 型態與支架等均可在工廠加工生產，除生產快速，亦可提 三、 桁架形態内有足夠空間灌置漿體，可完全避免以 型鋼形成之主鋼骨骨架（如H型鋼），容易阻礙混凝土之 澆置與流通等缺失。 四、 桁架形態結構，有足夠空間加設輔助鋼 高結構結合界面之強度。 μ ^ 五、 塑形網模片係供爲载漿模，其若用網格片替代模 板，除安裝容易外，無模板屑或模板面之雜物:吻 d面口口只，並且可免用支撐，可增大作業空間，另外亦無 需大空間來儲放模板材料，可保持工地環境潔淨，=因 過度製作木模板而導致浪費森林資源之反環保行爲。A、 六、 本發明係以梅架型式之構架爲主，再^ 條及澆灌混凝土爲輔，施工時則以在工廠生產組、'、 ，工地組裝及灌漿修飾爲輔，而且以螺接元件及久= 及塑形網模片所構成之結除: 口二、罪卜，並可減少施工界面及施工人員之兩# ^ 此官理容易，工程品質相對獲得保障。 而〆，、 七、 以塑形網模片爲載漿模，並以固模元 及塑形網模片整體連接外，更由於塑形網： Γ:地=於_内，土能受完好的包覆與束 或卜力碰拉時，〉比凝土不易爆開、碎 ’使用網格片外貼飾材之塑形網模片，則可减少粉飾工作 ^"尺度適财關 (請先閲讀背面之注意事項再填寫本頁) ·_ 訂 經濟部智慧財產局員工消費合作社印製 )/> 482845 A7 B7 五、發明説明（u) (請先閲讀背面之注意事項再填寫本頁) 八、 橫樑及立柱之構架結構及牆面壁體結構和樓版結 構之支架以桁架型式構成，除可機械化生產、施工快、品 質穩定外，其支架整體強度又較傳統綁紮鋼筋方式爲更佳 、且更穩固。 九、 以塑形網模片爲外表封模，讓柱、牆内配管明顯 可見，除了改善傳統模板紮綁繫條時，常鑽破配管之缺失 外，更可隨意開口或預留灌注混凝土，並且混凝土有無蜂 窩現象，亦可一目瞭然，灌漿確實狀況容易掌握。 十、牆面内埋設管路（pvc塑膠管）時，由於牆面外 侧有塑形網模片保護，故即使管路兩側之壁面較薄，於地 震、強烈日曬後亦不會有龜裂之情況發生。 十一、可數層建築物之結構架設完成後，再逐層灌漿 ，達到施工人員一次進場後即施工完成，没有以往架設骨 架結構及灌漿須不斷交叉進場，而發生待工之現象。 經濟部智慧財產局員工消費合作社印製 十二、水電配管可於各支架架設完後進行，接管、穿 管及裝盒不必打鑿模板，並在封模後由於塑形網模片（如 網格片）具有之可透視性，能隨時檢查管線配置之正確性 ，同時亦可在打設混凝土前完成試水，以確定無漏水現象 ，俾利即時修配。 十三、本案以街架型式構築成立柱、橫樣之構架結構 ，其係以螺件與構架結構、壁體結構及樓板結構加以固接 ，並有補強之金屬配件接合，所構成之整體結構，不僅穩 固，且構材的形成更具韌性，更具耐震及可供抵抗強風吹 本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公釐）/彡 84 2 8 A7 B7 五、發明説明（|之） 襲之功效。 (請先閱讀背面之注意事項再填寫本頁) 十四、本發明以桁架型態構成之立柱、橫樑及樓版、 牆面結構，又於其間穿插輔助鋼條，不僅各單位結構間完 美穩固結合，且利用固模框架及塑形網模片封束混凝土， 可改善傳統RC施工之鋼筋混凝土靠細弱的箍筋綁紮束縛力 不足而爆裂之缺失。 综上所述，本發明實施例確能達到所預期之功效及使 用目的，且更已突破習用結構存在之問題，實已符合發明 專利之申請要件，又本發明申請前更未曾公知、公用，當 已能符合發明專利之申請要件，爰依法提出專利申請，懇 請早日審結，並賜准專利，實深任感荷。 圖式簡單説明： 第一圖所示係爲本發明實施例之分解圖。 第二圖所示係爲本發明實施例橫樑、立柱之構架結構圖。 第三圖所示係爲本發明實施例之立柱結構剖面圖。 第四圖所示係爲本發明實施例之樓版橫樑結構部分剖面圖 〇 經濟部智慧財產局員工消費合作社印製 第五一a、b、c、d圖所示係爲本發明實施例之支架不 同型態結構示意圖。 第六一a、b、c、d、e圖所示係爲本發明之塑形網模 片之不同組搭組型態示意圖。 第七圖所示係爲本發明之構架結構另一組成型態結構圖。 第八圖所示係爲第七圖灌漿粉飾完成之結構剖面示意圖。 第九圖所示係爲第七圖之固模框架與塑形網模片之組配示 本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公釐）冲 482845 A7 B7 五、發明説明（θ ) 意圖。 圖示中之參照號數： 經濟部智慧財產局員工消費合作社印製 1 構架結構 10 主支架 100 組接孔 11 連接繫條 110 組接孔 12 連接配件 120 組接孔 13 補強件 14 固模框架 2 壁體結構骨架 20 直立支架 200 直條 201 連固接條 3 樓版結構骨架 30 水平支架 300 直條 301 連固接條 4 輔助鋼條 40 錨定鋼條 5 固模條 6 塑形網模片 60 固模元件 61 網格片 62 飾材板 63 間隔器 64 束緊條 65 固定器 7 螺件 8 牆面泥漿 (請先閲讀背面之注意事項再填寫本頁) 本紙張尺度適用中國國家標準（CNS ) A4規格（210 X 297公釐）/ fHigh construction quality. Types and brackets can be processed and produced in the factory. In addition to rapid production, you can also mention that there is enough space for the slurry to be placed in the truss form, which can completely avoid the main steel skeleton (such as H-shaped steel) formed by section steel. Impediments to the placement and circulation of concrete are missing. Fourth, the truss morphology structure has enough space to add auxiliary steel to strengthen the strength of the interface. μ ^ V. The plastic mesh mold is provided as a slurry carrier. If the mesh template is used instead of the template, there is no template debris or debris on the template surface except for easy installation. The use of support can increase the working space, and also does not require a large space to store formwork materials, which can keep the construction site environment clean. = Anti-environmental behavior that wastes forest resources due to excessive production of wooden formwork. A. VI. The present invention is mainly based on a plum frame structure, supplemented by ^ strips and pouring concrete. During construction, it is supplemented by assembly and grouting at the factory production group, and is supplemented by screw joints. Jiu Jiu = Elimination of plastic mesh molds: 口 2, crime, and can reduce the number of construction interface and construction personnel # ^ This official management is easy, and the engineering quality is relatively guaranteed. And,, 以, take the shaping mesh mold as the slurry carrier, and connect the solid mold element and the shaping mesh mold as a whole, and because of the shaping mesh: Γ: 地 = 于 _, the soil can be intact. When covering and pulling with beams or force, it is more difficult to explode and break than concrete. 'Using the plastic mesh molds with decorative materials outside the grid can reduce the finishing work ^ " (Please read the precautions on the back before filling this page). · _ Order printed by the Intellectual Property Bureau's Consumer Cooperatives of the Ministry of Economic Affairs) / > 482845 A7 B7 V. Invention Description (u) (Please read the precautions on the back before completing this (Page 8) 8. The frame structure of beams and columns, the wall and wall structure and the floor structure are supported by truss type. In addition to mechanized production, fast construction, and stable quality, the overall strength of the support is more than the traditional method of binding steel bars. Better and more stable. Nine. The plastic mesh is used as the surface seal to make the columns and walls piping visible. In addition to improving the traditional formwork to tie the tie bars, the piping is often drilled through, and can be freely opened or reserved for pouring concrete. And whether the concrete has a honeycomb phenomenon can also be seen at a glance, the actual state of grouting is easy to grasp. 10. When piping (PVC plastic pipe) is buried in the wall, since the outside of the wall is protected by a plastic mesh sheet, even if the wall surfaces on both sides of the pipe are thin, there will be no turtles after earthquakes and strong sunlight. The cracking happened. XI. After the erection of the structure of countable buildings is completed, grouting is carried out layer by layer, and the construction is completed after the construction personnel enters the site once. There is no previous erection of the skeleton structure and grouting that must be continuously crossed into the site, and the phenomenon of waiting for work occurs. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. Twelve water and electricity piping can be carried out after the erection of each bracket. It is not necessary to punch the template for the takeover, pipe, and boxing. The grid film has the see-through property, which can check the correctness of the pipeline configuration at any time. At the same time, it can also complete the water test before the concrete is set up to ensure that there is no water leakage, and it can be repaired immediately. Thirteen, this case built a column and horizontal frame structure in the form of a street frame, which was fixed with screws and frame structure, wall structure and floor structure, and joined by reinforcing metal parts to form an overall structure. It is not only stable, but also the formation of structural materials is more flexible, more shock-resistant and resistant to strong wind. The paper size is applicable to China National Standard (CNS) A4 (210X297 mm) / 彡 84 2 8 A7 B7 V. Description of the invention (| Of) the effect of attack. (Please read the precautions on the back before filling this page) 14. The pillars, beams, floor plates, and wall structures of the present invention constructed in the form of truss, and auxiliary steel bars are interposed between them, which not only perfectly stabilizes the structure of each unit. Combined, and the use of a solid frame and a plastic mesh to seal the bundle can improve the traditional RC construction of reinforced concrete with weak hoops to tie up the lack of binding force and the lack of bursting. In summary, the embodiments of the present invention can indeed achieve the expected efficacy and purpose of use, and have broken through the problems of conventional structures, and have indeed met the application requirements for invention patents, and have not been known or used before the application of this invention. When the application requirements of the invention patent have been met, the patent application is filed in accordance with the law, and it is kindly requested that the trial be concluded as soon as possible and the patent granted. Brief description of the drawings: The first figure is an exploded view of an embodiment of the present invention. The second figure is a structural diagram of a beam and a column according to an embodiment of the present invention. The third figure is a cross-sectional view of a pillar structure according to an embodiment of the present invention. The fourth figure is a partial cross-sectional view of the floor beam structure of the embodiment of the present invention. The fifth one printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs is shown in Figures a, b, c, and d. Schematic diagram of different types of brackets. Figures 61, a, b, c, d, and e are schematic diagrams of different types of forming groups of the plastic mesh module of the present invention. The seventh figure is a structural diagram of another composition type of the framework structure of the present invention. The eighth figure is a schematic cross-sectional view of the structure completed in the seventh figure. The ninth figure is the combination of the solid mold frame and the plastic mesh mold shown in the seventh figure. The paper size is applicable to the Chinese National Standard (CNS) A4 specification (210X297 mm). 482845 A7 B7 5. Description of the invention ( θ) intention. Reference number in the figure: Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 1 Frame structure 10 Main bracket 100 group of holes 11 Connection tie 110 Group of holes 12 Connection accessories 120 Group of holes 13 Reinforcement 14 Fixing frame 2 Wall structure skeleton 20 Upright bracket 200 Straight bar 201 Straightened connection bar 3 Floor structure frame 30 Horizontal support 300 Straight bar 301 Straightened bar 4 Auxiliary steel bar 40 Anchor steel bar 5 Mould bar 6 Shaped mesh Sheet 60 Moulding element 61 Grid sheet 62 Trim panel 63 Spacer 64 Tightening bar 65 Fixer 7 Screw 8 Wall slurry (Please read the precautions on the back before filling this page) This paper size applies to Chinese national standards (CNS) A4 size (210 X 297 mm) / f