TWI570308B - Steel structutre for reinforced concrete wall panel and method thereof - Google Patents
Steel structutre for reinforced concrete wall panel and method thereof Download PDFInfo
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Description
下列敘述是有關於一種鋼筋結構及其工法,特別是有關於鋼筋混凝土牆版之鋼筋結構、延伸鋼筋結構、轉角型鋼筋結構以及間隔型鋼筋結構。 The following description relates to a steel structure and its construction method, in particular to the steel structure of the reinforced concrete wall plate, the extended steel structure, the corner steel structure and the spacer steel structure.
消費大眾對於住家建物都有耐震安全的需求。然而,住家建物之耐震強度主要是由鋼筋混凝土牆版與柱樑之鋼筋結構所決定,但是鋼筋結構會被混凝土所覆蓋,所以非常難檢驗其耐震強度,往往消費者沒辦法在建築工地看到建物的鋼筋結構施工過程,也只能選擇信賴建築工人的施工品質。由此可知,傳統上,消費者很難確保其所住的建物之安全耐震品質。 Consumers have a need for earthquake-resistant safety for home construction. However, the seismic strength of home construction is mainly determined by the reinforced concrete wall plate and the steel structure of the column beam, but the steel structure will be covered by concrete, so it is very difficult to test its seismic strength, and consumers often have no way to see it on construction sites. The construction process of the steel structure of the building can only choose to trust the construction quality of the construction workers. It can be seen that, traditionally, it is difficult for consumers to ensure the safety and seismic quality of the buildings they live in.
有鑑於目前之鋼筋工班素質參差不齊且年紀普遍偏長,若以傳統工法施作其施工品質堪慮,已無法達到現今高層建築對於更高的鋼筋結構品質之需求。故,如能在鋼筋結構設計及鋼筋加工階段事先考慮鋼筋結構的強化,鋼筋結構的綁紮定位化與簡單化,使得綁紮的鋼筋工班能迅速精準地完成鋼筋結構設計者的設計要求。 In view of the current uneven quality of the steelwork class and the long-term age, it is impossible to meet the demand for higher steel structure quality in today's high-rise buildings if the construction quality of the traditional construction method is too high. Therefore, if the reinforcement of the steel structure can be considered in advance in the structural design of the steel bar and the steel bar processing stage, the lining positioning and simplification of the steel structure can make the reinforced steel work class quickly and accurately complete the design requirements of the steel structure designer.
因此,目前亟需要的是一種鋼筋結構與相關工法,其能夠讓建物結構安全耐震品質從設計延續到工地,讓鋼筋結構設計端從鋼筋材料加工端一直到鋼筋結構的施工一併與規劃階段都事先考慮,更能確保工地 現場施工的每個細節與細部,讓消費大眾對於建物品質更放心。 Therefore, what is needed now is a steel structure and related construction method, which can make the safety and seismic quality of the building structure continue from design to construction site, and let the design end of the steel structure from the processing end of the steel material to the construction of the steel structure together with the planning stage. Considering in advance, it will ensure the site Every detail and detail of the on-site construction makes the consumer feel more assured about the quality of the building.
本發明實施例之態樣係針對鋼筋混凝土牆版之鋼筋結構以及用於柱樑之延伸鋼筋結構,讓使用此鋼筋結構之建物的耐震強度更佳化、品質更確保、且施工更迅速。 The embodiment of the present invention is directed to the steel structure of the reinforced concrete wall plate and the extended steel structure for the column beam, so that the seismic strength of the structure using the steel structure is better, the quality is more assured, and the construction is more rapid.
本發明之實施例係提供一種鋼筋混凝土牆版之鋼筋結構,其特徵在於包含有經彎折圍繞形成一大致上封閉區域的至少一條鋼筋。 Embodiments of the present invention provide a reinforced concrete wall slab reinforcement structure comprising at least one reinforcing bar that is bent to form a substantially closed region.
其中,大致上封閉區域係由經彎折之複數個鋼筋部所圍繞形成,且複數個鋼筋部用於綁固與該鋼筋結構不同方向上的其他鋼筋。 Wherein, the substantially closed area is formed by a plurality of bent steel portions, and the plurality of steel portions are used for binding other steel bars in different directions from the steel structure.
其中,大致上封閉區域的數量係複數個時,複數個大致上封閉區域係約略等距相間隔形成。 Wherein, when the number of substantially closed regions is plural, a plurality of substantially closed regions are formed at approximately equidistant intervals.
其中,至少一條鋼筋之數量為複數條時,複數條鋼筋係上下交錯綁固以形成鋼筋結構。 Wherein, when the number of at least one steel bar is a plurality of bars, the plurality of steel bars are staggered up and down to form a steel bar structure.
其中,鋼筋結構係為一大致上直線形狀、一大致上「ㄇ」形狀、一大致上直角形狀、一大致上「T」形狀或一彎角形狀。 Wherein, the reinforcing steel structure is a substantially linear shape, a substantially "ㄇ" shape, a substantially right-angled shape, a substantially "T" shape or a curved shape.
本發明之另一實施例係提供一種間隔型鋼筋結構,用於綁固在兩條平行鋼筋之間,該間隔型鋼筋結構之特徵在於以一條圍繞形成一大致上封閉區域的鋼筋所組成。 Another embodiment of the present invention provides a spacer reinforcing structure for tying between two parallel reinforcing bars, the spaced reinforcing bar structure being characterized by a plurality of reinforcing bars surrounding a substantially closed region.
本發明之另一實施例係提供一種用於柱樑之延伸鋼筋結構,其特徵在於包含具有經彎折之至少兩個長邊鋼筋部以及一短邊鋼筋部的一條鋼筋,其中至少兩個長邊鋼筋部之一端係與短邊鋼筋部相連接,而至少兩個長邊鋼筋部之另一端係與柱樑相綁固,而至少兩個長邊鋼筋部係 用於綁固其他橫向鋼筋。 Another embodiment of the present invention provides an extended rebar structure for a column beam, characterized by comprising a reinforcing bar having at least two long side reinforcing bars and a short side reinforcing bar portion, wherein at least two are long One end of the side reinforcement portion is connected to the short side reinforcement portion, and the other end of the at least two long side reinforcement portions is tied to the column beam, and at least two long side reinforcement portions are attached Used to tie other transverse reinforcement.
其中,此鋼筋更經彎折而有圍繞形成一大致上封閉區域。 Wherein, the reinforcing bar is bent to form a substantially closed area.
其中,本發明之延伸鋼筋結構更包含至少一間隔型鋼筋結構,間隔型鋼筋結構係與兩個長邊鋼筋部相綁固。 Wherein, the extended steel structure of the present invention further comprises at least one spaced reinforcing steel structure, and the spaced reinforcing steel structure is tied with the two long side steel portions.
其中,大致上封閉區域的數量係複數個時,複數個大致上封閉區域係約略等距相間隔形成。 Wherein, when the number of substantially closed regions is plural, a plurality of substantially closed regions are formed at approximately equidistant intervals.
本發明之再一實施例係提供一種鋼筋混凝土牆版之轉角型鋼筋結構,其包含一第一「U」型鋼筋以及一第二「U」型鋼筋,每一第一「U」型鋼筋以及第二「U」型鋼筋係包含兩個長邊鋼筋部以及一短邊鋼筋部,其中第一「U」型鋼筋之短邊鋼筋部係綁固第二「U」型鋼筋之長邊鋼筋部,而第二「U」型鋼筋之短邊鋼筋部係綁固第一「U」型鋼筋之長邊鋼筋部。 According to still another embodiment of the present invention, there is provided a reinforced concrete wall plate corner type reinforcing bar structure, comprising a first "U" type steel bar and a second "U" type steel bar, each of the first "U" type steel bars and The second "U" type reinforcement consists of two long-side reinforcements and a short-side reinforcement. The short-side reinforcement of the first "U"-shaped reinforcement is tied to the long-side reinforcement of the second "U"-shaped reinforcement. The short side reinforcement of the second "U" type steel bar is tied to the long side reinforcement of the first "U" type steel bar.
本發明之轉角型鋼筋結構,更包含一第三「U」型鋼筋,第三「U」型鋼筋之長邊鋼筋部係與第二「U」型鋼筋之長邊鋼筋部相綁固。 The corner-type reinforcing bar structure of the present invention further comprises a third "U"-shaped reinforcing bar, and the long-side reinforcing bar portion of the third "U"-shaped reinforcing bar is bound to the long-side reinforcing bar portion of the second "U"-shaped reinforcing bar.
其中,第一「U」型鋼筋或第二「U」型鋼筋鋼筋更包含經彎折而有圍繞形成一大致上封閉區域。 Wherein, the first "U" type steel bar or the second "U" type steel bar further comprises a bent portion to form a substantially closed area.
本發明之再一實施例係提供一種鋼筋混凝土牆版之鋼筋結構工法,包含下列步驟:在一混凝土樓版面上垂直設置複數個預留鋼筋;將複數個鋼筋結構套設於複數個預留鋼筋內,其中每一鋼筋結構係包含有經彎折圍繞形成一大致上封閉區域的至少一條鋼筋;分別將複數條縱向鋼筋放置於複數個鋼筋結構內;將位於複數個鋼筋結構之兩端部的複數條縱向鋼筋與複數個預留鋼筋綁紮固定;依序將複數個鋼筋結構固定綁紮於位於 兩端部的複數條縱向鋼筋,其中複數個鋼筋結構係相間隔一預設距離;將其他縱向鋼筋與複數個鋼筋結構固定綁紮。 According to still another embodiment of the present invention, there is provided a steel bar structural method for reinforcing a reinforced concrete wall plate, comprising the steps of: vertically setting a plurality of reserved reinforcing bars on a concrete floor surface; and setting a plurality of reinforcing steel structures on a plurality of reserved reinforcing bars Each of the reinforcing steel structures includes at least one reinforcing bar that is bent around to form a substantially closed region; a plurality of longitudinal reinforcing bars are respectively placed in the plurality of reinforcing steel structures; and are located at both ends of the plurality of reinforcing steel structures A plurality of longitudinal reinforcing bars are fixed with a plurality of reserved reinforcing bars; the plurality of reinforcing steel structures are fixedly tied to the same A plurality of longitudinal reinforcing bars at both ends, wherein the plurality of reinforcing bars are separated by a predetermined distance; and the other longitudinal reinforcing bars are fixedly bundled with the plurality of reinforcing bars.
本發明具有以下優點:耐震強度更佳化、品質更確保、施工更迅速、建物的安全看得見。 The invention has the following advantages: better earthquake resistance, more assured quality, faster construction, and safe construction.
11、13、131、132、14、141、142、143‧‧‧鋼筋 11, 13, 131, 132, 14, 141, 142, 143‧‧ ‧ steel bars
12‧‧‧橫向鋼筋 12‧‧‧ transverse reinforcement
121‧‧‧主迴路 121‧‧‧Main circuit
122‧‧‧次迴路 122‧‧‧ secondary circuit
15、151、152、153、16、51、64、71、711‧‧‧鋼筋 15, 151, 152, 153, 16, 51, 64, 71, 711 ‧ ‧ steel bars
20、21、22、23、24、25、26、27、28、29‧‧‧大致上封閉區域 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 ‧ ‧ generally closed area
52‧‧‧大致上封閉區域 52‧‧‧Generally closed area
53‧‧‧平行鋼筋 53‧‧‧Parallel bars
61、62、63‧‧‧「U」型鋼筋 61, 62, 63‧‧‧ "U" type steel bars
70‧‧‧柱樑 70‧‧‧ column beam
72‧‧‧短邊鋼筋部 72‧‧‧ Short side reinforcement
73‧‧‧長邊鋼筋部 73‧‧‧Long side steel section
80‧‧‧混凝土樓版面 80‧‧‧Concrete floor layout
81‧‧‧預留鋼筋 81‧‧‧Reserved steel bars
82‧‧‧鋼筋結構 82‧‧‧Reinforced structure
83‧‧‧縱向鋼筋 83‧‧‧ longitudinal reinforcement
84‧‧‧綁紮固定處 84‧‧‧Binding and fixing
90‧‧‧縱向補強鋼筋 90‧‧‧ longitudinal reinforcement
R1‧‧‧標示區域 R1‧‧‧ marked area
本發明之上述及其他特徵及優勢將藉由參照附圖詳細說明其例示性實施例而變得更顯而易知,其中:第1A圖係為根據本發明第一實施例之鋼筋結構的示意圖;第1B圖係為根據本發明第一實施例之鋼筋結構的立體透視圖;第1C圖係為根據本發明第一實施例之鋼筋結構之組裝立體透視圖;第2A圖係為根據本發明第二實施例之鋼筋結構的示意圖;第2B圖係為根據本發明第二實施例之鋼筋結構的立體透視圖;第2C圖係為根據本發明第二實施例之鋼筋結構的組裝立體透視圖;第3A圖係為根據本發明第三實施例之鋼筋結構的示意圖;第3B圖係為根據本發明第三實施例之鋼筋結構的立體透視圖;第3C圖係為根據本發明第三實施例之鋼筋結構的組裝立體透視圖;第4A圖係為根據本發明第四實施例之鋼筋結構的示意圖;第4B圖係為根據本發明第四實施例之鋼筋結構的立體透視圖;第4C圖係為根據本發明第四實施例之鋼筋結構的組裝立體透視圖;第5A圖係為根據本發明第五實施例之鋼筋結構的示意圖;第5B圖係為根據本發明第五實施例之鋼筋結構的立體透視圖;第5C圖係為根據本發明第五實施例之鋼筋結構的組裝立體透視圖; 第6A圖係為根據本發明第六實施例之鋼筋結構的示意圖;第6B圖係為根據本發明第六實施例之鋼筋結構的立體透視圖;第6C圖係為根據本發明第六實施例之鋼筋結構的組裝立體透視圖;第7A圖係為根據本發明第七實施例之鋼筋結構的示意圖;第7B圖係為根據本發明第七實施例之鋼筋結構的立體透視圖;第7C圖係為根據本發明第七實施例之鋼筋結構的組裝立體透視圖;以及第8A圖至第8F圖係為根據本發明鋼筋混凝土牆版之鋼筋結構工法之流程示意圖。 The above and other features and advantages of the present invention will become more apparent from the detailed description of the exemplary embodiments of the accompanying drawings in which: FIG. 1A is a schematic view of a reinforcing bar structure according to a first embodiment of the present invention. 1B is a perspective perspective view of a reinforcing bar structure according to a first embodiment of the present invention; FIG. 1C is an assembled perspective perspective view of a reinforcing bar structure according to a first embodiment of the present invention; FIG. 2A is a perspective view of the present invention 2A is a perspective view of a reinforcing bar structure according to a second embodiment of the present invention; and FIG. 2C is an assembled perspective perspective view of a reinforcing bar structure according to a second embodiment of the present invention; 3A is a schematic view of a reinforcing bar structure according to a third embodiment of the present invention; FIG. 3B is a perspective perspective view of a reinforcing bar structure according to a third embodiment of the present invention; and FIG. 3C is a third embodiment according to the present invention; An assembled perspective perspective view of a reinforcing steel structure; FIG. 4A is a schematic view of a reinforcing bar structure according to a fourth embodiment of the present invention; and FIG. 4B is a perspective perspective view of a reinforcing steel structure according to a fourth embodiment of the present invention; Figure 4C is an assembled perspective perspective view of a reinforcing bar structure according to a fourth embodiment of the present invention; Figure 5A is a schematic view of a reinforcing bar structure according to a fifth embodiment of the present invention; and Figure 5B is a view according to the present invention. 3D perspective view of a reinforcing bar structure of a fifth embodiment; FIG. 5C is an assembled perspective perspective view of a reinforcing bar structure according to a fifth embodiment of the present invention; 6A is a schematic view of a reinforcing bar structure according to a sixth embodiment of the present invention; FIG. 6B is a perspective perspective view of a reinforcing bar structure according to a sixth embodiment of the present invention; FIG. 6C is a sixth embodiment according to the present invention 3A is a schematic perspective view of a reinforcing bar structure according to a seventh embodiment of the present invention; and FIG. 7B is a perspective perspective view of a reinforcing bar structure according to a seventh embodiment of the present invention; It is an assembled perspective perspective view of a reinforcing bar structure according to a seventh embodiment of the present invention; and Figs. 8A to 8F are schematic flow charts of a reinforcing bar structural method of a reinforced concrete wall plate according to the present invention.
於此使用,詞彙“與/或”包含一或多個相關條列項目之任何或所有組合。當“至少其一”之敘述前綴於一元件清單前時,係修飾整個清單元件而非修飾清單中之個別元件。 As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items. When the phrase "at least one of" is preceded by a list of elements, the entire list of elements is modified instead of the individual elements in the list.
本發明實施例係針對鋼筋混凝土牆版有較薄厚度以及高長寬比,且同時有較大面積的特性,透過改良鋼筋結構以加強鋼筋混凝土牆版之水平間隔維持、兩端部、中間位置或是轉角位置,以有效提升鋼筋混凝土牆版,甚至是整體建物的耐震安全性。 Embodiments of the present invention are characterized in that the reinforced concrete wall plate has a thin thickness and a high aspect ratio, and at the same time has a large area. The improved steel structure is used to strengthen the horizontal interval of the reinforced concrete wall plate, the two ends, the middle position or The corner position is used to effectively improve the seismic safety of reinforced concrete wall panels and even the overall structure.
第1A圖係為根據本發明第一實施例之鋼筋混凝土牆版之鋼筋結構的示意圖。第1B圖係為根據本發明第一實施例之鋼筋結構的立體透視圖,而第1C圖係為根據本發明第一實施例之鋼筋結構之組裝立體透視圖。 Fig. 1A is a schematic view showing a reinforcing bar structure of a reinforced concrete wall plate according to a first embodiment of the present invention. 1B is a perspective perspective view of a reinforcing bar structure according to a first embodiment of the present invention, and FIG. 1C is an assembled perspective perspective view of a reinforcing bar structure according to a first embodiment of the present invention.
參閱第1A圖之(i)部份與第1B圖之(i)部份,本發明之鋼筋結 構之特徵在於包含有經彎折圍繞形成一大致上封閉區域20的至少一條鋼筋11。透過將鋼筋11彎折以形成一體成型的鋼筋結構,用於鋼筋混凝土牆版時可強化其耐震度。請注意,為方便說明與較好理解起見,在第1A圖之(i)部份繪示的鋼筋11之兩端部相分隔而有開口,但是實施時,鋼筋11之兩端部原則上為緊密相重疊,如第1B圖之區域R1所示,使得提升開口端部之混凝土圍束力,強化結構之耐震效果,且避免鋼筋分開綁紮造成耐震度下降的產生。再者,在區域R1中鋼筋11之兩端部上下緊密重疊,但其非未限制,鋼筋11之兩端部視需要亦可在水平方向或其他方向上緊密重疊。上述之繪圖方式係適用於以下的所有實施例。 Referring to part (i) of Figure 1A and part (i) of Figure 1B, the steel knot of the present invention The structure is characterized by comprising at least one reinforcing bar 11 bent to form a substantially closed region 20. By bending the steel bar 11 to form an integrally formed steel structure, it can be used to strengthen the earthquake resistance of the reinforced concrete wall plate. Please note that for convenience of explanation and better understanding, the two ends of the reinforcing bar 11 shown in part (i) of Fig. 1A are separated and open, but in practice, the two ends of the reinforcing bar 11 are in principle In order to closely overlap, as shown in the region R1 of FIG. 1B, the concrete surrounding force at the end of the opening is increased, the seismic resistance of the structure is enhanced, and the separation of the steel bars is prevented from causing a decrease in the earthquake resistance. Further, in the region R1, both end portions of the reinforcing bar 11 are closely overlapped vertically, but they are not unrestricted, and both end portions of the reinforcing bar 11 may be closely overlapped in the horizontal direction or in other directions as needed. The above drawing method is applicable to all of the following embodiments.
由於在一建物結構中,鋼筋混凝土牆版通常是比較薄的結構或是長寬比較大的結構,因此更需要提升鋼筋混凝土牆版之強度,可有效地提升整體建物的施工品質以及耐震安全性。所以,第一實施例之鋼筋結構可介於15公分到50公分之間,或者其長寬比可大於2.5比1的比例,在此條件下,本發明之鋼筋結構可以有效地提升鋼筋混凝土牆版之強度以及施工品質。 Because in a building structure, the reinforced concrete wall plate is usually a relatively thin structure or a structure with a large length and a wide width, it is more necessary to improve the strength of the reinforced concrete wall plate, which can effectively improve the construction quality and seismic safety of the overall building. . Therefore, the reinforcing bar structure of the first embodiment may be between 15 cm and 50 cm, or the aspect ratio thereof may be greater than 2.5 to 1. Under the condition, the reinforcing bar structure of the present invention can effectively raise the reinforced concrete wall. The strength of the edition and the quality of the construction.
請續參閱第1A圖之(ii)部份與第1B圖之(ii)部份,其為本發明第一實施例之變化型,橫向鋼筋12經過彎折後在整體鋼筋結構的兩側上分別圍繞形成兩個大致上封閉區域21與22,其中該封閉區域21、22即分別為一次迴路122。如第1C圖所示,該橫向鋼筋12係用於綁固多數個縱向補強鋼筋90,其中該多數個縱向補強鋼筋90係用於形成一牆面,該多數個縱向補強鋼筋90唯有兩排的形式,即為其中一截面僅有兩條縱向補強鋼筋90,與該其中一截面約略垂直的另一截面則具有多條縱向補強鋼筋90;其中該橫 向鋼筋12以首尾相接並重疊的方式繞著該形成兩排的縱向補強鋼筋90外圍形成一主迴路121,在此主迴路121中又形成至少二次迴路122,其中各該次迴路122係繞著該兩排縱向補強鋼筋90中形成最小方形的四個相鄰縱向補強鋼筋90,且該至少二次迴路122係位在該主迴路121的內部,且該至少二次迴路122有兩邊與該主迴路121重疊;且該至少二次迴路122不相重疊,即由縱向補強鋼筋90的軸向往該次迴路122的方向視之不相重疊。較佳者,各該次迴路122形成線性排列。大致上封閉區域21與22係由經彎折之複數個鋼筋部所圍繞形成,而且複數個鋼筋部可用於綁固與鋼筋結構不同方向上的其他鋼筋,例如第1C圖所示之縱向補強鋼筋90,所以大致上封閉區域21與22不僅可透過一體成型之相圍繞鋼筋部來提高其強度,並且也決定了縱向補強鋼筋90綁固的位置。因此,藉由使用本發明之鋼筋結構,施工的工人有一致性的綁固縱向補強鋼筋90之位置,不須自行決定,使得安全耐震品質能夠從設計延續到工地,工地現場施工的每個細節與細部都能確保,建物的安全品質也能提升。 Please refer to part (ii) of FIG. 1A and part (ii) of FIG. 1B, which is a variation of the first embodiment of the present invention, and the transverse reinforcing bars 12 are bent on both sides of the overall reinforcing bar structure. Two substantially closed regions 21 and 22 are formed respectively, wherein the closed regions 21, 22 are respectively primary circuits 122. As shown in FIG. 1C, the transverse reinforcing bar 12 is used for tying a plurality of longitudinal reinforcing reinforcing bars 90, wherein the plurality of longitudinal reinforcing reinforcing bars 90 are used to form a wall surface, and the plurality of longitudinal reinforcing reinforcing bars 90 have only two rows. Form, that is, one of the sections has only two longitudinal reinforcing bars 90, and the other section which is approximately perpendicular to one of the sections has a plurality of longitudinal reinforcing bars 90; A main circuit 121 is formed around the periphery of the longitudinal reinforcing reinforcing bar 90 forming the two rows in a manner of overlapping and overlapping the reinforcing bars 12, and at least a secondary circuit 122 is formed in the main circuit 121, wherein each of the secondary circuits 122 is Four adjacent longitudinal reinforcing bars 90 forming a minimum square shape in the two rows of longitudinal reinforcing bars 90, and the at least secondary circuit 122 is located inside the main circuit 121, and the at least secondary circuit 122 has two sides The main circuits 121 overlap; and the at least secondary circuits 122 do not overlap, that is, the axial direction of the longitudinal reinforcing bars 90 do not overlap in the direction of the secondary circuit 122. Preferably, each of the secondary loops 122 forms a linear arrangement. The substantially closed regions 21 and 22 are formed by a plurality of bent reinforcing bars, and a plurality of reinforcing bars can be used to tie other reinforcing bars in different directions from the reinforcing bar structure, such as the longitudinal reinforcing bars shown in FIG. 1C. 90, so substantially the closed areas 21 and 22 can not only increase the strength of the reinforcing steel portion through the integrally formed phase, but also determine the position where the longitudinal reinforcing steel 90 is tied. Therefore, by using the steel structure of the present invention, the construction workers have a consistent position of the longitudinal reinforcement reinforcing bars 90, and it is not necessary to make their own decisions, so that the safety and seismic quality can be extended from the design to the construction site, and every detail of the site construction. And the details can ensure that the safety quality of the building can also be improved.
請續參閱第1A圖之(iii)部份與第1B圖之(iii)部份,其為本發明第一實施例之變化型,鋼筋13經過彎折後在整體鋼筋結構的中間位置圍繞形成一大致上封閉區域23,其係由經彎折之複數個鋼筋部所圍繞形成,而且鋼筋部可控制牆版厚度之橫向鋼筋綁紮之間距,以維持橫向鋼筋之平行距離,使能符合結構設計施工圖之要求,並提升施工品質。此外,大致上封閉區域23視需要可為複數個,如第1A圖之(v)部份所示,分別維持橫向鋼筋之水平距離。而且複數個大致上封閉區域最佳可約略等距相間隔形成。 Please refer to part (iii) of Figure 1A and part (iii) of Figure 1B, which is a variation of the first embodiment of the present invention. After the steel bar 13 is bent, it is formed around the middle position of the overall steel structure. a substantially closed region 23 formed by a plurality of bent reinforcing bars, and the reinforcing bar portion controls the distance between the lateral reinforcing bars of the wall thickness to maintain the parallel distance of the transverse reinforcing bars, so as to conform to the structural design. Requirements for construction drawings and improvement of construction quality. Further, substantially the closed area 23 may be plural as needed, as shown in part (v) of Fig. 1A, maintaining the horizontal distance of the lateral reinforcing bars, respectively. Moreover, the plurality of substantially closed regions are preferably formed at approximately equidistant intervals.
請續參閱第1A圖之(iv)部份以及第1B圖之(iv)部份,其為本 發明第一實施例之變化型,鋼筋131係結合鋼筋12與鋼筋13的彎折特徵,在整體鋼筋結構的兩端與中間位置分別圍繞形成大致上封閉區域21、22、23。 Please refer to part (iv) of Figure 1A and part (iv) of Figure 1B for In a variation of the first embodiment of the invention, the reinforcing bars 131 are combined with the bending features of the reinforcing bars 12 and the reinforcing bars 13, respectively forming a substantially closed region 21, 22, 23 at both ends and intermediate positions of the overall reinforcing bar structure.
請續參閱第1A圖之(v)部份,其為本發明第一實施例之變化型,鋼筋132係經彎折而在整體鋼筋結構的兩端分別圍繞形成大致上封閉區域21、22,並且在中間位置係圍繞形成複數個封閉區域23。其中,複數個大致上封閉區域最佳可約略等距相間隔形成。 Continuing to refer to part (v) of FIG. 1A, which is a variation of the first embodiment of the present invention, the reinforcing bars 132 are bent to form substantially closed regions 21, 22 at both ends of the overall reinforcing bar structure, respectively. And a plurality of closed regions 23 are formed around the intermediate position. Wherein, the plurality of substantially closed regions are preferably formed at approximately equidistant intervals.
第2A圖係為根據本發明第二實施例之鋼筋結構的示意圖,第2B圖係為根據本發明第二實施例之鋼筋結構的立體透視圖,第2C圖係為根據本發明第二實施例之鋼筋結構的組合立體透視圖。 2A is a schematic view of a reinforcing bar structure according to a second embodiment of the present invention, FIG. 2B is a perspective perspective view of a reinforcing bar structure according to a second embodiment of the present invention, and FIG. 2C is a second embodiment according to the present invention A perspective perspective view of the combination of the steel structure.
第二實施例為大致上直角型之鋼筋結構14,如第2A圖之(i)部份與第2B圖之(i)部分所示,鋼筋結構14經彎折後形成一直角造型,且具有圍繞形成一個大致上封閉區域24,其分別可用於綁固縱向鋼筋90。如第2A圖之(ii)部分與第2B圖之(ii)部分所示,鋼筋結構141經彎折後形成一直角造型,且具有圍繞形成兩個大致上封閉區域24與25,其分別可用於綁固縱向鋼筋90,如第2C圖所示。 The second embodiment is a substantially right-angled steel structure 14, as shown in part (i) of FIG. 2A and part (i) of FIG. 2B, the steel structure 14 is bent to form a right angle shape, and has Around the formation of a substantially closed region 24, which can be used to tie the longitudinal bars 90, respectively. As shown in part (ii) of Fig. 2A and part (ii) of Fig. 2B, the reinforcing bar structure 141 is bent to form a right angle shape, and has two substantially closed regions 24 and 25 formed around it, which are respectively available. The longitudinal reinforcement 90 is tied, as shown in Figure 2C.
此外,直角造型之鋼筋結構除了使用一條鋼筋彎折而一體成型之外,亦可用兩條鋼筋來實現,第2A圖之(iii)部分即顯示第二實施例之此變化型。在第2A圖之(iii)部分包含兩條圍繞形成大致上封閉區域的鋼筋142與143,然後再上下交錯綁固以形成一橫向鋼筋結構。 In addition, the right-angled reinforced steel structure can be realized by two steel bars in addition to one steel bar bending, and the variation of the second embodiment is shown in part (iii) of Fig. 2A. Part (iii) of Fig. 2A includes two reinforcing bars 142 and 143 surrounding the substantially closed region, and then staggered up and down to form a transverse reinforcing bar structure.
第3A圖係為根據本發明第三實施例之鋼筋結構的示意圖,第3B圖係為根據本發明第三實施例之鋼筋結構的立體透視圖,第3C圖係為根據本發明第三實施例之鋼筋結構的組合立體透視圖。 3A is a schematic view of a reinforcing bar structure according to a third embodiment of the present invention, FIG. 3B is a perspective perspective view of a reinforcing bar structure according to a third embodiment of the present invention, and FIG. 3C is a third embodiment according to the present invention A perspective perspective view of the combination of the steel structure.
第三實施例為大致上「T」型之鋼筋結構15,如第3A圖之(i)部份與第3B圖之(i)部分所示,鋼筋結構15經彎折後形成一「T」型形狀,且具有圍繞形成大致上封閉區域26,其分別可用於綁固縱向鋼筋。第3A圖之(ii)部份與第3B圖之(ii)部分為第三實施例之變化型,鋼筋結構151經彎折後形成一「T」型形狀,且具有兩個圍繞形成大致上封閉區域26與27,其分別可用於綁固縱向鋼筋90,如第3C圖所示。 The third embodiment is a substantially "T" type steel structure 15, as shown in part (i) of Fig. 3A and (i) of Fig. 3B, the steel structure 15 is bent to form a "T". The shape is shaped and has a surrounding substantially formed closed area 26 that can be used to tie the longitudinal reinforcing bars, respectively. The part (ii) of FIG. 3A and the part (ii) of FIG. 3B are variants of the third embodiment, and the reinforcing bar structure 151 is bent to form a "T" shape, and has two surrounding formations. Closed regions 26 and 27, which can be used to tie longitudinal bars 90, respectively, as shown in Figure 3C.
此外,「T」型鋼筋結構除了使用一條鋼筋彎折而一體成型之外,亦可用兩條鋼筋來實現,第3A圖之(iii)部分即顯示第三實施例之此變化型。在第3A圖之(iii)部分包含兩條圍繞形成大致上封閉區域的鋼筋152與153,然後再上下交錯綁固以形成直角造型之鋼筋結構。 In addition, the "T" type reinforcing bar structure can be realized by two steel bars in addition to one steel bar bending, and the variation of the third embodiment is shown in part (iii) of Fig. 3A. Part (iii) of Fig. 3A includes two reinforcing bars 152 and 153 surrounding the substantially closed region, and then staggered up and down to form a right angled reinforcing bar structure.
第4A圖係為根據本發明第四實施例之鋼筋結構的示意圖,第4B圖係為根據本發明第四實施例之鋼筋結構的立體透視圖,第4C圖係為根據本發明第四實施例之鋼筋結構的組合立體透視圖。 4A is a schematic view of a reinforcing bar structure according to a fourth embodiment of the present invention, FIG. 4B is a perspective perspective view of a reinforcing bar structure according to a fourth embodiment of the present invention, and FIG. 4C is a fourth embodiment according to the present invention. A perspective perspective view of the combination of the steel structure.
第四實施例為大致上「ㄇ」型之鋼筋結構16。,如第4A圖之(i)部份與第4B圖之(i)部分所示,鋼筋結構16經彎折後形成一「ㄇ」型形狀,且具有圍繞形成兩個大致上封閉區域28與29,其分別可用於綁固縱向補強鋼筋90,如第4C圖所示。 The fourth embodiment is a substantially "ㄇ" type steel structure 16. As shown in part (i) of Fig. 4A and part (i) of Fig. 4B, the reinforcing bar structure 16 is bent to form a "ㄇ" shape, and has two substantially closed regions 28 formed around it. 29, which can be used to tie the longitudinal reinforcing steel 90, as shown in Figure 4C.
在第四實施例中,除了在轉角處形成大致上封閉區域之外,亦可在鋼筋結構之其他區域圍繞形成大致上封閉區域,例如第3A圖的大致上封閉區域26。 In the fourth embodiment, in addition to forming a substantially closed region at the corner, a substantially closed region, such as the substantially closed region 26 of Figure 3A, may be formed around other regions of the reinforcing structure.
綜上所述,本發明之鋼筋混凝土牆版之橫向鋼筋12係為一大致上直線形狀、一大致上「ㄇ」形狀、一大致上直角形狀、一大致上「T」 形狀、一彎角形狀或其他相似的牆版形狀,但不以此些實施例為限制,凡符合本發明之一體成型概念的鋼筋混凝土牆版之鋼筋結構,皆在本發明之範圍內。此外,鋼筋結構之彎角形狀的角度也不受限制。 In summary, the transverse reinforcement 12 of the reinforced concrete wall panel of the present invention has a substantially linear shape, a substantially "ㄇ" shape, a substantially right-angled shape, and a substantially "T" shape. Shapes, a curved shape, or other similar wall-type shapes, but not limited by these embodiments, are all within the scope of the invention for a reinforced concrete wall slab that conforms to the one-piece forming concept of the present invention. In addition, the angle of the corner shape of the reinforcing steel structure is also not limited.
第5A圖係為根據本發明第五實施例之鋼筋結構的示意圖,第5B圖係為根據本發明第五實施例之鋼筋結構的立體透視圖,第5C圖係為根據本發明第五實施例之鋼筋結構的組裝立體透視圖。 5A is a schematic view of a reinforcing bar structure according to a fifth embodiment of the present invention, FIG. 5B is a perspective perspective view of a reinforcing bar structure according to a fifth embodiment of the present invention, and FIG. 5C is a fifth embodiment according to the present invention. A perspective perspective view of the assembly of the steel structure.
第五實施例之鋼筋結構係用於間隔型鋼筋結構,其特徵在於包含一條有圍繞形成一大致上封閉區域52的鋼筋51,如第5A圖與第5B圖所示。此間隔型鋼筋結構可綁固於兩條平行之鋼筋53之間,特別是長度較長的鋼筋,以維持兩條平行之鋼筋的距離,如第5C圖。此外,此間隔型鋼筋結構並不限於使用於兩條獨立的平行鋼筋,在上述實施例之鋼筋結構的任兩個平行的鋼筋部之間也可使用此間隔型鋼筋結構,以加強維持兩個鋼筋部的距離。 The reinforcing bar structure of the fifth embodiment is for a spacer type reinforcing bar structure characterized by comprising a reinforcing bar 51 surrounding a substantially closed region 52, as shown in Figs. 5A and 5B. The spacer reinforcing structure can be tied between two parallel reinforcing bars 53, particularly long length reinforcing bars, to maintain the distance between two parallel reinforcing bars, as shown in Fig. 5C. In addition, the spacer type reinforcing bar structure is not limited to use for two independent parallel reinforcing bars, and the spacer reinforcing bar structure can also be used between any two parallel reinforcing bars of the reinforcing bar structure of the above embodiment to strengthen the maintenance of two The distance from the reinforcement.
上述實施例之鋼筋結構係以一條鋼筋說明,然而本發明之鋼筋結構更包含用複數條鋼筋相綁固而形成的鋼筋結構。 The reinforcing bar structure of the above embodiment is illustrated by a reinforcing bar, however, the reinforcing bar structure of the present invention further comprises a reinforcing bar structure formed by binding a plurality of reinforcing bars.
第6A圖係為根據本發明第六實施例之鋼筋結構的示意圖。第6B圖係為根據本發明第六實施例之鋼筋結構的立體透視圖。第6C圖係為根據本發明第六實施例之鋼筋結構的組裝立體透視圖。 Fig. 6A is a schematic view showing a reinforcing bar structure according to a sixth embodiment of the present invention. Fig. 6B is a perspective perspective view of the reinforcing bar structure according to the sixth embodiment of the present invention. Fig. 6C is an assembled perspective perspective view of the reinforcing bar structure according to the sixth embodiment of the present invention.
第六實施例係為鋼筋混凝土牆版之轉角型鋼筋結構,第6A圖之(i)部分以及第6B圖之(i)部分所示的鋼筋結構包含一第一「U」型鋼筋61以及一第二「U」型鋼筋62,每一第一「U」型鋼筋以及第二「U」型鋼筋係包含兩個長邊鋼筋部以及一短邊鋼筋部,其中第一「U」型鋼筋之短邊鋼 筋部係綁固第二「U」型鋼筋之長邊鋼筋部,而第二「U」型鋼筋之短邊鋼筋部係綁固第一「U」型鋼筋之長邊鋼筋部。藉此,以形成轉角型鋼筋結構。 The sixth embodiment is a corner-type reinforcing bar structure of a reinforced concrete wall plate, and the reinforcing bar structure shown in part (i) of FIG. 6A and part (i) of FIG. 6B includes a first "U"-shaped reinforcing bar 61 and a The second "U" type steel bar 62, each of the first "U" type steel bars and the second "U" type steel bar system comprises two long side steel bars and a short side steel bar portion, wherein the first "U" type steel bar is Short side steel The ribs are tied to the long side reinforcement of the second "U" type steel, and the short side reinforcement of the second "U" type reinforcement is tied to the long side reinforcement of the first "U" type reinforcement. Thereby, a corner-type reinforcing bar structure is formed.
請續參見第6A圖之(ii)部分以及第6B圖之(ii)部分,此鋼筋結構包含第1A圖所示之鋼筋11以及經彎折圍繞形成兩個大致上封閉區域的鋼筋64,鋼筋11與鋼筋64相綁固以形成轉角型鋼筋結構,而大致上封閉區域可用於綁固縱向補強鋼筋90,如第6C圖所示。 Please refer to part (ii) of Figure 6A and part (ii) of Figure 6B. This reinforcement structure comprises the reinforcement 11 shown in Figure 1A and the reinforcement 64 which is bent around to form two substantially closed areas. 11 is affixed to the reinforcing bars 64 to form a corner-type reinforcing bar structure, and the substantially closed region can be used to tie the longitudinal reinforcing reinforcing bars 90, as shown in Fig. 6C.
第7A圖係為根據本發明第七實施例之鋼筋結構的示意圖,第7B圖係為根據本發明第七實施例之鋼筋結構的立體透視圖,第7C圖係為根據本發明第七實施例之鋼筋結構的組裝立體透視圖。 7A is a schematic view of a reinforcing bar structure according to a seventh embodiment of the present invention, FIG. 7B is a perspective perspective view of a reinforcing bar structure according to a seventh embodiment of the present invention, and FIG. 7C is a seventh embodiment according to the present invention. A perspective perspective view of the assembly of the steel structure.
本發明之第七實施例為適用於柱體或者樑體的鋼筋結構,為方便說明起見,以下以”柱樑”進行描述。在第7A圖之(i)部份以及第7B圖之(i)部份中,此實施例係為用於一柱樑70之延伸鋼筋結構,其特徵在於包含具有經彎折之至少兩個長邊鋼筋部73以及一短邊鋼筋部72的一條鋼筋71,其中至少兩個長邊鋼筋部73之一端係與短邊鋼筋部72相連接,而至少兩個長邊鋼筋部73之另一端係與柱樑70相綁固,而至少兩個長邊鋼筋部係用於綁固其他橫向鋼筋,藉此能夠提高距離較長的牆的耐震強度以及施工品質。 The seventh embodiment of the present invention is a reinforcing bar structure suitable for a column or a beam body. For convenience of explanation, the following description will be made with a "column beam". In part (i) of Fig. 7A and part (i) of Fig. 7B, this embodiment is an extended rebar structure for a column beam 70, characterized in that it comprises at least two bent portions. a long side reinforcing bar portion 73 and a reinforcing bar 71 of a short side reinforcing bar portion 72, wherein one end of at least two long side reinforcing bars 73 is connected to the short side reinforcing bar portion 72, and the other end of at least two long side reinforcing bar portions 73 The system is tied to the column beam 70, and at least two long side steel bars are used for tying other transverse steel bars, thereby improving the seismic strength and construction quality of the wall with a long distance.
請續參閱第7A圖之(ii)部份以及第7B圖之(ii)部份,其繪示第七實施例之變化型,鋼筋711可彎折而在中間部份圍繞形成至少一大致上封閉區域,以形成延伸鋼筋結構。此大致上封閉區域可用於綁固縱向補強鋼筋90,如第7C圖所示。 Please refer to part (ii) of FIG. 7A and part (ii) of FIG. 7B, which illustrate a variation of the seventh embodiment. The reinforcing bar 711 can be bent to form at least one substantially in the middle portion. Enclose the area to form an extended steel structure. This generally closed area can be used to tie the longitudinal reinforcing bars 90 as shown in Figure 7C.
請參閱第8A圖至第8F圖,其繪示根據本發明鋼筋混凝土牆 版之鋼筋結構工法之流程示意圖。本發明之鋼筋結構工法包含下列步驟。首先,在第8A圖,依工程設計圖將欲施工位置正確放樣於混凝土樓版面80上,混凝土樓版面80上係垂直設置複數個預留鋼筋81,該複數個預留鋼筋81係用於形成一牆面,該複數個預留鋼筋81唯有兩排的形式,即為其中一截面僅有兩條預留鋼筋81,與該其中一截面約略垂直的另一截面則具有多條預留鋼筋81。接著,第8B圖,將複數個本發明之鋼筋結構82套設於預留鋼筋81內,其中每一該鋼筋結構82係包含用於綁固預留鋼筋81的橫向鋼筋,以首尾相接並重疊的方式繞著該形成兩排的預留鋼筋81外圍形成一主迴路,在此主迴路中又形成至少二次迴路,其中各該次迴路係繞著該兩排預留鋼筋81中形成最小方形的四個相鄰預留鋼筋81,且該至少二次迴路係位在該主迴路的內部,且該至少二次迴路有兩邊與該主迴路重疊,且該至少二次迴路不相重疊,即由預留鋼筋81的軸向往該次迴路的方向視之不相重疊。在第8C圖中,將複數條縱向鋼筋83放置於鋼筋結構82內,該複數個縱向鋼筋83係用於形成一牆面,該複數個縱向鋼筋83唯有兩排的形式,即為其中一截面僅有兩條縱向鋼筋83,與該其中一截面約略垂直的另一截面則具有多條縱向鋼筋83。接著,第8D圖,將位於鋼筋結構82之兩端部的縱向鋼筋83先與預留鋼筋81綁紮固定,使縱向鋼筋83能夠直立。圖中,標示「X」的部分84即是縱向鋼筋83與預留鋼筋81綁紮固定處,且以較粗直線來表示綁紮固定的兩條鋼筋。 Please refer to FIG. 8A to FIG. 8F, which illustrate a reinforced concrete wall according to the present invention. Schematic diagram of the process of the steel structure method. The steel structure method of the present invention comprises the following steps. First, in Figure 8A, according to the engineering design drawing, the desired construction position is correctly staked on the concrete floor slab 80. On the concrete floor slab 80, a plurality of reserved steel bars 81 are vertically disposed, and the plurality of reserved steel bars 81 are used for forming. In a wall surface, the plurality of reserved steel bars 81 are only in the form of two rows, that is, only one of the two reserved steel bars 81 in one of the sections, and the other section slightly perpendicular to the one of the sections has a plurality of reserved steel bars. 81. Next, in FIG. 8B, a plurality of reinforcing steel structures 82 of the present invention are sleeved in the reserved reinforcing bars 81, wherein each of the reinforcing steel structures 82 includes transverse reinforcing bars for binding the reserved reinforcing bars 81, which are connected end to end and An overlapping manner forms a main loop around the periphery of the two rows of reserved reinforcing bars 81, and at least a secondary loop is formed in the main loop, wherein each of the secondary loops forms a minimum around the two rows of reserved reinforcing bars 81. a square of four adjacent reserved reinforcing bars 81, and the at least secondary circuit is located inside the main circuit, and the at least two secondary circuits have two sides overlapping the main circuit, and the at least two secondary circuits do not overlap. That is, the axial direction of the reserved reinforcing bars 81 does not overlap in the direction of the secondary circuit. In Fig. 8C, a plurality of longitudinal reinforcing bars 83 are placed in the reinforcing bar structure 82, and the plurality of longitudinal reinforcing bars 83 are used to form a wall surface, and the plurality of longitudinal reinforcing bars 83 are only in the form of two rows, that is, one of them. The section has only two longitudinal bars 83, and another section approximately perpendicular to one of the sections has a plurality of longitudinal bars 83. Next, in Fig. 8D, the longitudinal reinforcing bars 83 located at both ends of the reinforcing bar structure 82 are first tied and fixed with the reserved reinforcing bars 81, so that the longitudinal reinforcing bars 83 can stand upright. In the figure, the portion 84 marked with "X" is a fixed position where the longitudinal reinforcing bar 83 and the reserved reinforcing bar 81 are tied, and the two reinforcing bars fixed by the binding are indicated by a thicker straight line.
在第8E圖中,接著依照工程設計圖之鋼筋結構位置,依序由上而下將每一鋼筋結構82固定綁紮於位於兩端部之縱向鋼筋83,亦即先綁紮較高位置的鋼筋結構82後再綁紮較低位置的鋼筋結構82。在第8F圖 中,依照工程設計圖之縱向鋼筋位置,依序將其他縱向鋼筋82固定綁紮,已完成整體的混凝土牆版之鋼筋結構組裝。 In Fig. 8E, in accordance with the position of the reinforcing steel structure of the engineering design drawing, each reinforcing bar structure 82 is fixedly bound from the top to the bottom to the longitudinal reinforcing bars 83 at the two end portions, that is, the reinforcing bar structure at the upper position is first tied. After 82, the steel structure 82 in the lower position is tied. In Figure 8F In the middle, according to the longitudinal rebar position of the engineering design drawing, the other longitudinal rebars 82 are fixedly bound in sequence, and the steel structure of the whole concrete wall plate has been completed.
雖然本發明已參照其例示性實施例而特別地顯示及描述,將為所屬技術領域具通常知識者所理解的是,於不脫離以下申請專利範圍及其等效物所定義之本發明之精神與範疇下可對其進行形式與細節上之各種變更。 The present invention has been particularly shown and described with reference to the exemplary embodiments thereof, and it is understood by those of ordinary skill in the art Various changes in form and detail can be made in the context of the category.
11、13、131、132‧‧‧鋼筋 11, 13, 131, 132‧‧ ‧ steel bars
12‧‧‧橫向鋼筋 12‧‧‧ transverse reinforcement
121‧‧‧主迴路 121‧‧‧Main circuit
122‧‧‧次迴路 122‧‧‧ secondary circuit
20、21、22、23‧‧‧大致上封閉區域 20, 21, 22, 23‧‧‧ roughly closed areas
Claims (6)
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TW102117655A TWI570308B (en) | 2013-05-17 | 2013-05-17 | Steel structutre for reinforced concrete wall panel and method thereof |
CN201410070517.8A CN104164927A (en) | 2013-05-17 | 2014-02-28 | Steel bar structure of reinforced concrete wall plate and construction method thereof |
JP2014099753A JP2014227827A (en) | 2013-05-17 | 2014-05-13 | Reinforcement structure of reinforced concrete wall board and method thereof |
SG10201402417WA SG10201402417WA (en) | 2013-05-17 | 2014-05-16 | Steel structure for reinforced concrete wall panel and method thereof |
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TWI683948B (en) * | 2018-08-15 | 2020-02-01 | 戴雲發 | Design and construction method of building reinforcement structure, assembly method of reinforcement module, and reinforcement structure of building |
CN113338542B (en) * | 2021-06-15 | 2023-08-18 | 三一筑工科技股份有限公司 | Reinforcement cage and forming method thereof |
CN113814336B (en) * | 2021-09-27 | 2023-06-23 | 中铁二十四局集团有限公司 | Integral processing method of Z-shaped reinforcement cage of diaphragm wall |
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SG10201402417WA (en) | 2014-12-30 |
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