TW202223209A - Reinforced structure of assembling steel reinforced concrete structure by replacing part of steel bars with structural steel wherein each reinforced member is made of structural steel that replaces part of the steel bar, so that the structure is more stable and safe - Google Patents
Reinforced structure of assembling steel reinforced concrete structure by replacing part of steel bars with structural steel wherein each reinforced member is made of structural steel that replaces part of the steel bar, so that the structure is more stable and safe Download PDFInfo
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本發明係有關於一種以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構。The invention relates to a stiffening structure for assembling reinforced concrete structures by replacing part of steel bars with section steel.
按,傳統建築物的鋼筋混凝土構造(簡稱RC構造)其施工步驟依序為:放樣、鋼筋組立、水電消配管、模板組裝、混凝土灌漿、拆模、粉刷裝飾等步驟才能完工,而傳統RC構造主要是使用鋼筋來做為結構之組立構件,請參閱第1、1A圖所示,傳統RC構造之鋼筋構件1分為柱鋼筋構件10、梁鋼筋構件11、板鋼筋構件12及牆鋼筋構件13等,其中柱鋼筋構件10又由柱主鋼筋100及柱箍筋101以鐵絲來一一綁紮而成,而梁鋼筋構件11係由梁主鋼筋110及梁箍筋111以鐵絲來一一綁紮而成,板鋼筋構件12係由上層鋼筋120及下層鋼筋121以鐵絲來一一綁紮而成,牆鋼筋構件13係由直向鋼筋130及橫向鋼筋131以鐵絲來一一綁紮而成,故建築物之鋼筋構件1之組立極為費時、費事,且鋼筋構件1組立完成後,再於鋼筋構件1外側搭設模板14,以作為灌注混凝土的鑄模,然後再於該模板14所形成的鑄模中灌注混凝土,使得混凝土包覆鋼筋構件1以形成RC結構,待混凝土凝固至一定強度後,再將模板14拆除,然後再於混凝土表面進行粉刷裝飾,如此方可完成全部的施工程序。According to the reinforced concrete structure of traditional buildings (referred to as RC structure), the construction steps are as follows: lofting, steel reinforcement, water and electricity piping, formwork assembly, concrete grouting, formwork removal, painting and decoration and other steps can be completed, while the traditional RC structure Reinforcing bars are mainly used as structural components. Please refer to Figures 1 and 1A. Reinforcing
而習知RC構造之缺失如下: 1、 習知RC構造全程工序約有90%以上需在施工現場組裝製作,整體作業效率差,精度與品質控制性亦不良。 2、 隨著全球氣候暖化,習知RC構造施工常是暴露於炎炎高溫與髒亂環境下進行,或因雨天而無法施工,因而影響工作效率,也造成年青人不願意投入營建產業的原因之一。 3、 隨著全球經濟成長,境外勞工引入漸漸困難,又加上本地技術勞工越來越高齡化,衍生營建產業缺工嚴重之問題。 4、 由於鋼筋細長比大,而且僅僅以鐵絲來綁紮鋼筋,使組立完成的鋼筋構架不具穩固性。 5、 RC構造為利於施工,須將每層樓的柱主鋼筋做必要搭接或以續接器續接;相對地,梁主鋼筋續接相對較少;故習知RC構造存在著「強梁弱柱」的潛在問題,其可由地震導致建物倒塌幾乎是因柱毀損所致得到引證。 6、基礎柱鋼筋構件在組立時,因缺乏可精準穩固的放置點,僅能以鋼筋架設簡易三角架支撐型式來定位,除較無法精準定位外,亦難以確保其直立度。 7、習知RC構造施工時,鋼筋組立、水電消配管與模板組裝三者通常需交互施工,常造成相互等待,除浪費工期外,組裝模板時穿破水電消管之情事亦時有所聞。 8、模板組裝與鋼筋組立常因兩者沒有準確而牢靠一致的參考基準線,經常造成一側保護層不足,另一側保護層太厚之缺失。 9、由於梁柱接合處鋼筋量多,而不利於混凝土灌注,除易產生混凝土蜂窩現象外,衍生加水灌漿的不良行為,亦屬常見。 10、傳統RC構造絕大部分的工程都是在施工現場作業,其施工精度低劣,拆模後需大量粉刷整平與修飾等作業,除費工、費時外,更增加營建成本。 The deficiencies of the conventional RC structure are as follows: 1. It is known that more than 90% of the whole process of RC structure needs to be assembled and manufactured on the construction site, the overall operation efficiency is poor, and the accuracy and quality control are also poor. 2. With the global warming, it is known that the construction of RC structures is often carried out in scorching high temperature and dirty environment, or cannot be constructed due to rainy days, which affects work efficiency and also causes young people to be reluctant to invest in the construction industry. one. 3. With the growth of the global economy, it is gradually difficult to introduce foreign labor, and the local skilled labor is getting older and older, resulting in a serious shortage of labor in the construction industry. 4. Due to the large slenderness ratio of the steel bar, and only the steel wire is used to bind the steel bar, the assembled steel bar frame is not stable. 5. In order to facilitate the construction of the RC structure, the main reinforcement of the column on each floor must be lapped or connected by a coupler; relatively, the main reinforcement of the beam is relatively less connected; therefore, the conventional RC structure has the "strong beam". The potential problem of "weak columns", which can be exemplified by the collapse of buildings caused by earthquakes almost as a result of column damage. 6. When assembling the steel bar components of the foundation column, due to the lack of accurate and stable placement points, it can only be positioned by the simple tripod support type of steel bar erection. In addition to the inability to accurately locate, it is also difficult to ensure its uprightness. 7. It is known that during the construction of RC structure, the steel bar assembly, water and electricity elimination piping and formwork assembly usually need to be constructed interactively, often resulting in mutual waiting. In addition to wasting the construction period, it is also known that the water and electricity consumption pipe is broken when assembling the template. . 8. Formwork assembly and reinforcement assembly often do not have accurate and consistent reference lines for the two, often resulting in insufficient protective layer on one side and too thick protective layer on the other side. 9. Due to the large amount of steel bars at the beam-column junction, it is not conducive to concrete pouring. In addition to the phenomenon of concrete honeycomb, it is also common to derive the bad behavior of adding water to grouting. 10. Most of the traditional RC structures are operated on the construction site, and the construction accuracy is poor. After the demoulding, a lot of painting, leveling and decoration operations are required, which not only takes labor and time, but also increases the construction cost.
本發明之主要目的,係在提供一種以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構,可有效解決傳統鋼筋混凝土構造在施工作業時所存在之缺失。The main purpose of the present invention is to provide a stiffening structure for assembling reinforced concrete structures by replacing part of steel bars with section steels, which can effectively solve the shortcomings of traditional reinforced concrete structures during construction operations.
本發明以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構,其加勁結構分為柱加勁構件、梁加勁構件、牆加勁構件及板加勁構件等,其中: 該柱加勁構件係設有一柱座連接板,該柱座連接板上設有數個柱座錨定孔,該柱座連接板上焊固有數支柱型鋼,於兩兩該柱型鋼之間設有數支柱鋼筋,而於該柱型鋼與該柱鋼筋之外部圈繞固設有數個柱箍筋與繫筋,另於該柱型鋼與該柱鋼筋之外部圍繞固設有數組柱梁連接組件及柱模板連接組件,該柱梁連接組件上組設有扣接件,該柱模板連接組件上設有連接件,該柱型鋼之端部上設有供續接另一柱形鋼之型鋼續接板,該柱鋼筋之端部上設有供續接另一柱鋼筋之鋼筋續接器; 該梁加勁構件係設有數支梁型鋼,該梁型鋼之二端部上各設有組接孔,另於該梁型鋼兩端部上各設有裁切口,於兩兩該梁型鋼之間設有數支梁鋼筋,而該梁鋼筋之外端向外延伸設有預留長度,而於該梁型鋼與該梁鋼筋之外部圈繞固設有數個梁箍筋,另於該梁型鋼之外部圍繞固設有數組梁牆連接組件及梁板連接組件,該梁牆連接組件上組設有扣接件,該梁板連接組件上設有扣接件及連接件; 該牆加勁構件係由二型鋼相對設置組成之主桿件,該主桿件之二端部上各設有一組接孔,二該主桿件之相對內、外壁面上設有數個連接件,二該主桿件之間設有數個次桿件; 該板加勁構件係由二型鋼相對設置組成之主桿件,該主桿件之二端部上各設有一組接孔,位於下方之該主桿件之板面上設有數個連接件,二該主桿件之間設有數個次桿件。 The present invention replaces part of steel bars with section steel to assemble the stiffening structure of reinforced concrete structure, and its stiffening structure is divided into column stiffening members, beam stiffening members, wall stiffening members and plate stiffening members, etc., wherein: The column stiffening member is provided with a column base connecting plate, the column base connecting plate is provided with several column base anchoring holes, the column base connecting plate is welded with a number of pillar steels, and several pillars are arranged between the two column steels. A number of column stirrups and tie bars are fixed around the outer circle of the column steel and the column steel bar, and an array of column-beam connection components and column formwork connections are fixed around the outside of the column steel and the column steel bar. The column-beam connection component is provided with a fastener, the column formwork connection component is provided with a connector, and the end of the column-shaped steel is provided with a section-steel connecting plate for connecting to another column-shaped steel. The end of the column steel bar is provided with a steel bar coupler for connecting another column steel bar; The beam stiffening member is provided with several beam-shaped steels, the two ends of the beam-shaped steel are provided with assembly holes, and the two ends of the beam-shaped steel are respectively provided with cutting slits, and between the two beam-shaped steels There are several beam steel bars, and the outer end of the beam steel bar extends outward with a reserved length, and a number of beam stirrups are fixed around the outer ring of the beam steel bar and the beam steel bar, and the outside of the beam steel bar is surrounded An array of beam-wall connecting components and beam-board connecting components are fixedly arranged, the beam-wall connecting components are assembled with fasteners, and the beam-board connecting components are provided with fasteners and connectors; The wall stiffening member is a main rod composed of two steel sections arranged opposite each other. The two ends of the main rod are respectively provided with a set of connecting holes, and the opposite inner and outer walls of the main rod are provided with several connecting pieces. Two secondary rods are arranged between the main rods; The plate stiffening member is a main rod composed of two-shaped steel oppositely arranged. The two ends of the main rod are respectively provided with a set of connecting holes, and the plate surface of the main rod located below is provided with several connecting pieces. Several secondary rods are arranged between the main rods.
本發明以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構,其中,該柱加勁構件之該柱型鋼與該柱鋼筋係依設計設為曲線形,且在該柱型鋼上設有數個柱、梁連結的組接孔,而構建成異形柱加勁構件。The present invention uses section steel to replace part of the steel bars to assemble a stiffening structure of reinforced concrete structure, wherein the column section steel and the column steel bar of the column stiffening member are designed to be curved, and several columns and beams are arranged on the column section steel. The connected assembly holes are constructed into special-shaped column stiffening members.
本發明以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構,其中,該梁加勁構件之該梁型鋼與該梁鋼筋係依設計輾彎成曲線形,於深梁之梁腹設置有數支腹筋,並綁紮有數支繫筋,以增強深梁之抗剪力,且在該梁型鋼上焊接有數個梁柱連結板,該梁柱連接板上設有數個組接孔用以與該異形柱加勁構件相互扣接,以形成異形梁加勁構件。The present invention uses section steel to replace part of the steel bar to assemble the stiffening structure of the reinforced concrete structure, wherein the beam section steel and the beam steel bar of the beam stiffening member are bent into a curved shape according to the design, and several web bars are arranged on the beam web of the deep beam. Several tie bars are bound to enhance the shear resistance of the deep beam, and several beam-column connecting plates are welded on the beam-shaped steel. The beam-column connecting plate is provided with several assembling holes for interlocking with the special-shaped column stiffening member. connected to form a special-shaped beam stiffening member.
本發明以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構,其中,該牆加勁構件之該次桿件係為L型之固定件,該次桿件上組設有扣接件。The present invention uses section steel to replace part of the steel bars to assemble a reinforced concrete structure stiffening structure, wherein the secondary member of the wall stiffening member is an L-shaped fixing member, and a fastener is assembled on the secondary member.
本發明以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構,其中,該牆加勁構件之二該主桿件與二該次桿件之間加設斜桿件而成桁架式。The present invention replaces part of steel bars with section steel to assemble a reinforced concrete structure stiffening structure, wherein two of the wall stiffening members, two main rod members and two secondary rod members, are added with inclined rod members to form a truss type.
本發明以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構,其中,該板加勁構件之該次桿件係為L型之固定件,該次桿件上組設有扣接件。The present invention replaces part of steel bars with section steel to assemble a reinforced concrete structure stiffening structure, wherein, the secondary member of the plate stiffening member is an L-shaped fixing member, and a fastener is assembled on the secondary member.
本發明以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構,其中,該板加勁構件之二該主桿件與二該次桿件之間加斜桿件而成桁架式。The present invention replaces part of steel bars with section steel to assemble a stiffening structure of reinforced concrete structure, wherein the two main members and the two secondary members of the plate stiffening member are truss-type by adding oblique members.
本發明以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構,其中,該柱加勁構件、該梁加勁構件、該牆加勁構件及該板加勁構件之扣接件係設為螺絲、螺帽。The present invention replaces part of steel bars with section steel to assemble a stiffening structure of reinforced concrete structure, wherein the fasteners of the column stiffening member, the beam stiffening member, the wall stiffening member and the plate stiffening member are set as screws and nuts.
本發明以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構,其優點係在: 1、本發明將傳統RC構造的柱、梁、牆、板之部分鋼筋以型鋼替代,可增加所組立之加勁構件的整體穩定性之外,也有利於可先在工廠生產柱、梁、牆、板等加勁構件。 2、於柱、梁、牆、板之加勁構件上設置柱與梁、梁與牆以及梁與板等連接組件,以及其與模板組裝之連接件,除可控制模板組裝之精準度外,亦可確保加勁材之保護層厚度。 3、可依據所能運輸加勁構件的長度,規劃立柱加勁構材搭接之樓層數,例如12米規格者可以三層樓內錯開搭接一處,可改善傳統RC工法需要每層搭接之缺失,進而達到「強柱弱梁」之設計理想。 4、本發明之加勁構件及模板組件,均可先在工廠進行加工,並且可配合工廠自動化生產,除可不受施工現場惡劣環境影響外,也可減少技術勞工之需求,而且可以增進構件的製作精度。 5、柱的加勁構件底部固接一個柱座連接板,其可用以與基礎基座之錨定扣件結合外,亦可用以其來進行微調,俾以準確放置柱加勁構件。 6、為達成「強柱弱梁」之設計需求,乃在梁與柱接合之梁的塑性鉸接處將梁加勁構件的型鋼上設有幾何形狀的裁切口,以確保塑性鉸接處能產生在結構分析位置上。 The present invention uses section steel to replace part of the steel bars to form the stiffening structure of the reinforced concrete structure, and its advantages lie in: 1. The present invention replaces some of the steel bars of the columns, beams, walls, and slabs of the traditional RC structure with section steel, which can increase the overall stability of the assembled stiffening members, and is also conducive to the production of columns, beams, and walls in factories. , plates and other stiffening components. 2. On the stiffening components of columns, beams, walls, and slabs, connecting components such as columns and beams, beams and walls, and beams and slabs, as well as the connecting parts assembled with the formwork, can be set up, in addition to controlling the accuracy of formwork assembly, also It can ensure the thickness of the protective layer of the stiffener. 3. According to the length of the stiffening members that can be transported, plan the number of floors where the column stiffening members are overlapped. For example, a 12-meter-sized building can be staggered and overlapped at one place in a three-story building, which can improve the traditional RC construction method. The design ideal of "strong columns and weak beams" is achieved. 4. The stiffening member and formwork assembly of the present invention can be processed in the factory first, and can cooperate with the automatic production of the factory. In addition to being not affected by the harsh environment of the construction site, it can also reduce the demand for skilled labor and improve the production of components. precision. 5. A column base connecting plate is fixed to the bottom of the column's stiffening member, which can be used to combine with the anchoring fastener of the foundation base, and can also be used for fine-tuning, so as to accurately place the column stiffening member. 6. In order to meet the design requirements of "strong column and weak beam", geometrical cutouts are set on the section steel of the beam stiffening member at the plastic hinge of the beam where the beam and the column are joined to ensure that the plastic hinge can be produced in the structure. analysis location.
有關本發明為達上述之使用目的與功效,所採用之技術手段,茲舉出較佳可行之實施例,並配合圖式所示,詳述如下:In order to achieve the above-mentioned purpose and effect of the present invention, the technical means adopted are hereby citing preferable feasible embodiments, which are described in detail as follows:
本發明RC構造之鋼筋結構主要係以型鋼取代部分鋼筋來組立結構之構件,稱之為「加勁構件」,俾以區別習知之鋼筋構件,而該加勁構件可先行在工廠生產後再運送至現場組裝搭建。The steel bar structure of the RC structure of the present invention mainly replaces some steel bars with section steel to assemble the structural members, which are called "stiffening members", so as to distinguish the conventional steel members, and the stiffening members can be first produced in the factory and then transported to the site. Assemble and build.
本發明各加勁構件之實施例,請參閱第2~13圖所示,本發明之加勁構件分為柱加勁構件2、梁加勁構件3、牆加勁構件4及板加勁構件5等,其中,該柱加勁構件2係設有一柱座連接板20,該柱座連接板20上設有數個柱座錨定孔200(如第2、2A圖所示),該柱座連接板20上焊固有數支柱型鋼21,於兩兩該柱型鋼21之間設有數支柱鋼筋22(將習知RC構造之部分柱主鋼筋以柱型鋼替代),而於該柱型鋼21與該柱鋼筋22之外部圈繞有數個柱箍筋23並以焊接方式予以焊固,並設置有數支繫筋24,另於該柱型鋼21與該柱鋼筋22之外部圍繞設有數組柱梁連接組件25及柱模板連接組件26(如第2B圖所示,將習知RC構造之部分柱箍筋以柱梁連接組件25及柱模板連接組件26替代),該柱梁連接組件25及該柱模板連接組件26可以焊接方式固設於該柱型鋼21上,亦可以螺絲、螺帽之螺鎖扣接方式固設於該柱型鋼21上,該柱梁連接組件25上組設有扣接件250(該扣接件250可設為螺絲、螺帽),該柱模板連接組件26上設有連接件27,該柱型鋼21之端部上設有供續接另一柱型鋼21之型鋼續接板28,該柱鋼筋22之端部上設有供續接另一柱鋼筋22之鋼筋續接器29(如第2、2C圖所示);該柱加勁結構2之第二實施例,請參閱第3、3A、3B圖所示,係將第一實施例之柱座連接板20上焊固有數支柱型鋼21與柱鋼筋22,該柱型鋼21與該柱鋼筋22係依設計設為曲線形,且在該柱型鋼21上設有數個柱、梁連結的組接孔210(如第3B圖所示),而構建成異形柱加勁結構2;該梁加勁構件3係設有數支梁型鋼30(如第4、4A圖所示),該梁型鋼30之二端部上各設有組接孔300,另於該梁型鋼30近兩端部上各設有裁切口301,於兩兩該梁型鋼30之間設有數支梁鋼筋31(將習知RC構造之部分梁主鋼筋以梁型鋼替代),而梁鋼筋31之外端向外延伸設有預留長度310(該預留長度310在安裝前先縮入於梁內),而於該梁型鋼30與該梁鋼筋31之外部圈繞有數個梁箍筋32並以焊接方式予以焊固,另於該梁型鋼30之外部圍繞設有數組梁牆連接組件33及梁板連接組件34(如第4A圖所示,將習知RC構造之部分梁箍筋以梁牆連接組件33及梁板連接組件34替代),該梁牆連接組件33及該梁板連接組件34可以焊接方式固設於該梁型鋼30上,亦可以螺絲、螺帽之螺鎖扣接方式固設於該梁型鋼30上,該梁牆連接組件33上組設有扣接件330(該扣接件330可設為螺絲、螺帽),該梁板連接組件34上設有扣接件340及連接件27;該梁加勁結構3之第二實施例,請參閱第5、5A所示,係將第一實施例之數支梁型鋼30與梁鋼筋31依設計輾彎成曲線形,於深梁之梁腹設置有數支腹筋35,並綁紮有數支繫筋36,以增強深梁之抗剪力,且在該梁型鋼30上焊接有數個梁柱連結板37,該梁柱連接板37上設有數個組接孔370用以與異形柱加勁構件2相互扣接,以之形成異形梁加勁構件3;該牆加勁構件4可由數種形式構成,該牆加勁構件4之第一實施例,請參閱第6、6A圖所示,係由二型鋼相對設置組成之主桿件40,該主桿件40之二端部上各設有一組接孔400,二該主桿件40之相對內、外壁面上設有數個連接件27,二該主桿件40之間設有數個次桿件41,該次桿件41係以焊接或螺絲、螺帽固設於該主桿件40上,該次桿件41係為L型之固定件,該次桿件41上組設有扣接件410;該牆加勁構件4之第二實施例,請參閱第7圖所示,係於第一實施例之二該主桿件40與二該次桿件41之間加設數支斜桿件42而成桁架式;該牆加勁構件4之第三實施例,請參閱第8圖所示,係由二型鋼相對設置組成之主桿件40,該主桿件40之二端部上各設有一組接孔400,二該主桿件40之相對內、外壁面上設有數個連接件27,二該主桿件40之間設有數個次桿件43,該次桿件43係以焊接或螺絲、螺帽固設於該主桿件40上;該牆加勁構件4之第四實施例,請參閱第9圖所示,係於第三實施例之二該主桿件40與二該次桿件43之間加設數支斜桿件42而成桁架式;該板加勁構件5亦可由數種形式構成,該板加勁構件5之第一實施例,請參閱第10、10A圖所示,係由二型鋼相對設置組成之主桿件50,該主桿件50之二端部上各設有一組接孔500,位於下方之該主桿件50之板面上設有數個連接件27,二該主桿件50之間設有數個次桿件51,該次桿件51係以焊接或螺絲、螺帽固設於該主桿件50上,該次桿件51係為L型之固定件,該次桿件51上組設有扣接件510;該板加勁構件5之第二實施例,請參閱第11圖所示,係於第一實施例之二該主桿件50與二該次桿件51之間加設數支斜桿件52而成桁架式;該板加勁構件5之第三實施例,請參閱第12圖所示,係由二型鋼相對設置組成之主桿件50,該主桿件50之二端部上各設有一組接孔500,位於下方之該主桿件50之板面上設有數個連接件27,二該主桿件50之間設有數個次桿件53,該次桿件53係以焊接或螺絲、螺帽固設於該主桿件50上;該板加勁構件5之第四實施例,請參閱第13圖所示,係於第三實施例之二該主桿件50與二該次桿件53之間加設數支斜桿件52而成桁架式,如此,即為以型鋼取代部分鋼筋來組立鋼筋混凝土構造之加勁結構。For the embodiments of the stiffening members of the present invention, please refer to Figures 2 to 13. The stiffening members of the present invention are divided into
本發明之柱、梁、牆、板之加勁構件亦可由扣接方式取代焊接方式來完成,扣接方式可由螺絲與螺帽a相互螺鎖固定,如第14圖所示,以扣接方式來組裝,因為沒有使用焊接,因而較無焊接之熱溫差產生之差異變形。The stiffening members of the columns, beams, walls, and plates of the present invention can also be completed by a snap connection instead of a welding method, and the snap connection can be fixed by mutual screw locking of screws and nuts a. As shown in Fig. 14, a snap connection Assembling, because no welding is used, the deformation is different from the difference in thermal temperature difference without welding.
本發明先於工廠生產上述各加勁構件後再運送至建築施工現場進行組裝搭建,請參閱第15~19圖所示,其施工步驟如下:
1、 放樣;
2、 建構基座板:請參閱第16、16A圖所示,依放樣位置建置基礎6,並利用該基礎6下部欲設置柱體之位置處構建有基座板60,於該基座板60上設有數個錨定扣件61;
3、 加勁構件組裝:請參閱第16~18A圖所示,將柱加勁構件2、梁加勁構件3、牆加勁構件4及板加勁構件5予以相互組接搭建;
(1) 柱加勁構件2之組立,將柱加勁構件2吊掛於基礎6位置,使柱連接板20置於基座板60上(如第16A圖所示),而該基座板60上之錨定扣件61係穿設於該柱加勁構件2之柱座連接板20上之柱座錨定孔200,將柱加勁構件2調整至精確位置後,藉由鎖固元件62鎖固於錨定扣件61上,將柱加勁構件2之柱座連接板20固定於基座板60上,而為增加柱加勁構件2的穩定性,可利用斜桿或拉索加以支撐,而欲延伸樓層,則藉由型鋼續接板27及鋼筋續接器28向上聯結另一柱加勁構件2(如第16D圖所示);
(2) 梁加勁構件3之組立,係將梁加勁構件3推升或吊至相鄰的兩柱加勁構件2之間,並使梁加勁構件3之端部位於柱梁連接組件25之位置處(如第16B圖所示),並由柱梁連接組件25上之扣接件250穿設於梁加勁構件3端部之組接孔300內將之鎖固扣接,再將梁鋼筋31之預留長度310推拉伸至柱內或延伸至相鄰之梁內,完成將梁加勁構件3組立於相鄰之兩柱加勁構件2間;
(3) 牆加勁構件4之組立,將數件牆加勁構件4直向排列(如第17、17A圖所示),再將牆加勁構件4之主桿件40端部上的組接孔400對應於梁加勁構件3之梁牆連接組件33,並由扣接件330將之相互鎖固扣接,再於其內、外側綁紮數支橫向及直向交錯之鋼筋44形成格框狀,將橫向及直向之鋼筋44外端伸至柱內及梁內,完成牆加勁構件4之組立;
(4) 板加勁構件5之組立,將數件板加勁構件5水平排列(如第18、18A圖所示),再將板加勁構件5之主桿件50端部上的組接孔500對應於梁加勁構件3之梁板連接組件34,並由扣接件340將之相互鎖固扣接,再於其上、下層綁紮數支橫向及直向交錯之鋼筋54形成格框狀,將橫向及直向之鋼筋54外端伸至梁內,完成板加勁構件5之組立;
4、智慧監控系統建立:於各柱加勁構件2、各梁加勁構件3、各牆加勁構件4及各板加勁構件5上設置應變/應力感測元件70,在各柱加勁構件2上設置三軸向加速度/傾斜感測元件71,藉由訊號線72連接至物聯網(IoT)模組73上(如第16~16D圖所示),並接上雲端,即可實施RC構造之施工安全監控;
5、水電消配管:根據水電及消防設計於加勁構件中配置水電、消防等管線與配件;
6、 模板組裝:於各加勁構件之外部組裝模板8形成灌漿空間,如第16、19圖所示;
7、混凝土灌漿:依設計配比攪注混凝土,並控制其灌漿速度,避免模板產生大的變形或爆模現象;
8、 拆模:待混凝土凝固至一定強度後即可進行拆模;
9、完工。
In the present invention, the above-mentioned stiffening components are produced in the factory before being transported to the construction site for assembly and construction. Please refer to Figures 15 to 19. The construction steps are as follows:
1. Stake out;
2. Construction of the base plate: Please refer to Figures 16 and 16A, build the foundation 6 according to the setting out position, and use the lower part of the foundation 6 to build a
綜上所述,本發明確實已達到所預期之使用目的與功效,且更較習知者為之理想、實用,惟,上述實施例僅係針對本發明之較佳實施例進行具體說明而已,該實施例並非用以限定本發明之申請專利範圍,舉凡其它未脫離本發明所揭示之技術手段下所完成之均等變化與修飾,均應包含於本發明所涵蓋之申請專利範圍中。To sum up, the present invention has indeed achieved the intended use purpose and effect, and is more ideal and practical than those in the art. However, the above-mentioned embodiments are only specific descriptions for the preferred embodiments of the present invention. This embodiment is not intended to limit the scope of the patent application of the present invention, and all other equivalent changes and modifications made without departing from the technical means disclosed in the present invention shall be included in the patent application scope of the present invention.
1:鋼筋構件 10:柱鋼筋構件 100:柱主鋼筋 101:柱箍筋 11:梁鋼筋構件 110:梁主鋼筋 111:梁箍筋 12:板鋼筋構件 120:上層鋼筋 121:下層鋼筋 13:牆鋼筋構件 130:直向鋼筋 131:橫向鋼筋 14:模板 2:柱加勁構件 20:柱座連接板 200:柱座錨定孔 21:柱型鋼 210:組接孔 22:柱鋼筋 23:柱箍筋 24:繫筋 25:柱梁連接組件 250:扣接件 26:柱模板連接組件 27:連接件 28:型鋼續接板 29:鋼筋續接器 3:梁加勁構件 30:梁型鋼 300:組接孔 301:裁切口 31:梁鋼筋 310:預留長度 32:梁箍筋 33:梁牆連接組件 330:扣接件 34:梁板連接組件 340:扣接件 35:腹筋 36:繫筋 37:梁柱連結板 370:組接孔 4:牆加勁構件 40:主桿件 400:組接孔 41:次桿件 410:扣接件 411:固接件 42:斜桿件 43:次桿件 44:鋼筋 5:板加勁構件 50:主桿件 500:組接孔 51:次桿件 510:扣接件 511:固接件 52:斜桿件 53:次桿件 54:鋼筋 6:基礎 60:基座板 61:錨定扣件 62:鎖固元件 70:應變/應力感測元件 71:三軸向加速度/傾斜感測元件 72:訊號線 73:物聯網模組 8:模板 80:穿孔 81:鎖固組件 82:加固材 a:螺絲與螺帽 1: Reinforcing member 10: Column reinforcement member 100: Column main reinforcement 101: Column stirrups 11: Beam steel members 110: Beam main reinforcement 111: Beam stirrups 12: Plate steel members 120: Upper rebar 121: Lower rebar 13: Wall reinforcement members 130: Straight rebar 131: Transverse reinforcement 14: Template 2: Column stiffening member 20: Column base connecting plate 200: Column base anchor hole 21: Column steel 210: group connection hole 22: Column reinforcement 23: Column stirrups 24: Tie the tendons 25: Column beam connection components 250: Fasteners 26: Column formwork connection components 27: Connectors 28: Section steel continuation plate 29: Rebar coupler 3: Beam stiffening member 30: Beam steel 300: Assembly hole 301: Cut out 31: Beam steel bar 310: reserved length 32: Beam stirrups 33: Beam-Wall Connection Components 330: Fasteners 34: Beam-plate connection components 340: Fasteners 35: Abdominal muscles 36: Tie the tendons 37: Beam-column connection plate 370: Assembly hole 4: Wall Stiffening Components 40: Main rod piece 400: Assembly hole 41: Secondary member 410: Fasteners 411: Fasteners 42: Oblique bar piece 43: Secondary member 44: Rebar 5: Plate stiffening member 50: Main rod piece 500: Assembly hole 51: Secondary member 510: Fasteners 511: Fasteners 52: Oblique bar piece 53: Secondary member 54: Rebar 6: Basics 60: base plate 61: Anchor Fasteners 62: Locking element 70: Strain/stress sensing element 71: Triaxial acceleration/tilt sensing element 72: Signal line 73: IoT Module 8: Templates 80: perforation 81: Locking components 82: Reinforcing material a: Screws and nuts
第1圖所示係為傳統鋼筋混凝土構造之立體圖。 第1A圖所示係為A部分之放大示意圖。 第2圖所示係為本發明之柱加勁構件第一實施例之立體圖。 第2A圖所示係為第2圖A部分之放大示意圖。 第2B圖所示係為第2圖B部分之放大示意圖。 第2C圖所示係為第2圖C部分之放大示意圖。 第3圖所示係為本發明之柱加勁構件第二實施例之立體圖。 第3A圖所示係為第3圖A部分之放大示意圖。 第3B圖所示係為第3圖B部分之放大示意圖。 第4圖所示係為本發明之梁加勁構件第一實施例之立體圖。 第4A圖所示係為第4圖A部分之放大示意圖。 第5圖所示係為本發明之梁加勁構件第二實施例之立體圖。 第5A圖所示係為第5圖A部分之放大示意圖。 第6圖所示係為本發明之牆加勁構件第一實施例之立體圖。 第6A圖所示係為第6圖A部分之放大示意圖。 第7圖所示係為本發明之牆加勁構件第二實施例之立體圖。 第8圖所示係為本發明之牆加勁構件第三實施例之立體圖。 第9圖所示係為本發明之牆加勁構件第四實施例之立體圖。 第10圖所示係為本發明之板加勁構件第一實施例之立體圖。 第10A圖所示係為第10圖A部分之放大示意圖。 第11圖所示係為本發明之板加勁構件第二實施例之立體圖。 第12圖所示係為本發明之板加勁構件第三實施例之立體圖。 第13圖所示係為本發明之板加勁構件第四實施例之立體圖。 第14圖所示係為本發明實施例加勁構件以扣接方式之組裝示意圖。 第15圖所示係為本發明實施例之施工流程圖。 第16圖所示係為本發明實施例於施工現場組裝之立體示意圖。 第16A圖所示係為第16圖A部分之放大示意圖。 第16B圖所示係為第16圖B部分之放大示意圖。 第16C圖所示係為第16圖C部分之放大示意圖。 第16D圖所示係為第16圖D部分之放大示意圖。 第17圖所示係為本發明實施例牆加勁構件之組立示意圖。 第17A圖所示係為第17圖A部分之放大示意圖。 第18圖所示係為本發明實施例板加勁構件之組立示意圖。 第18A圖所示係為第18圖A部分之放大示意圖。 第19圖所示係為本發明實施例模板組裝之示意圖。 Figure 1 shows a perspective view of a conventional reinforced concrete structure. Figure 1A shows an enlarged schematic view of part A. FIG. 2 is a perspective view of the first embodiment of the column stiffening member of the present invention. FIG. 2A is an enlarged schematic view of part A of FIG. 2 . FIG. 2B is an enlarged schematic view of part B of FIG. 2 . FIG. 2C is an enlarged schematic view of part C of FIG. 2 . FIG. 3 is a perspective view of the second embodiment of the column stiffening member of the present invention. FIG. 3A is an enlarged schematic view of part A of FIG. 3 . FIG. 3B is an enlarged schematic view of part B of FIG. 3 . FIG. 4 is a perspective view of the first embodiment of the beam stiffening member of the present invention. FIG. 4A is an enlarged schematic view of part A of FIG. 4 . FIG. 5 is a perspective view of the second embodiment of the beam stiffening member of the present invention. FIG. 5A is an enlarged schematic view of part A of FIG. 5 . FIG. 6 is a perspective view of the first embodiment of the wall stiffening member of the present invention. FIG. 6A is an enlarged schematic view of part A of FIG. 6 . FIG. 7 is a perspective view of the second embodiment of the wall stiffening member of the present invention. FIG. 8 is a perspective view of the third embodiment of the wall stiffening member of the present invention. FIG. 9 is a perspective view of the fourth embodiment of the wall stiffening member of the present invention. FIG. 10 is a perspective view of the first embodiment of the panel stiffening member of the present invention. FIG. 10A is an enlarged schematic view of part A of FIG. 10 . FIG. 11 is a perspective view of the second embodiment of the panel stiffening member of the present invention. FIG. 12 is a perspective view of the third embodiment of the panel stiffening member of the present invention. FIG. 13 is a perspective view of the fourth embodiment of the panel stiffening member of the present invention. FIG. 14 is a schematic view of the assembly of the stiffening member according to the embodiment of the present invention in the manner of snap connection. Figure 15 shows a construction flow chart of an embodiment of the present invention. FIG. 16 is a three-dimensional schematic diagram of an embodiment of the present invention assembled on a construction site. FIG. 16A is an enlarged schematic view of part A of FIG. 16 . FIG. 16B is an enlarged schematic view of part B of FIG. 16 . FIG. 16C is an enlarged schematic view of part C of FIG. 16 . FIG. 16D is an enlarged schematic view of part D of FIG. 16 . Fig. 17 is a schematic diagram showing the assembly of the wall stiffening member according to the embodiment of the present invention. FIG. 17A is an enlarged schematic view of part A of FIG. 17 . Fig. 18 is a schematic diagram of the assembly of the plate stiffening member according to the embodiment of the present invention. FIG. 18A is an enlarged schematic view of part A of FIG. 18 . FIG. 19 is a schematic diagram of template assembly according to an embodiment of the present invention.
2:柱加勁構件 2: Column stiffening member
20:柱座連接板 20: Column base connecting plate
200:柱座錨定孔 200: Column base anchor hole
21:柱型鋼 21: Column steel
22:柱鋼筋 22: Column reinforcement
23:柱箍筋 23: Column stirrups
24:繫筋 24: tie
25:柱梁連接組件 25: Column beam connection components
250:扣接件 250: Fasteners
26:柱模板連接組件 26: Column formwork connection components
27:連接件 27: Connectors
28:型鋼續接板 28: Section steel continuation plate
29:鋼筋續接器 29: Rebar coupler
Claims (8)
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