TWM529721U - Pre-assembled steel bar cage - Google Patents

Pre-assembled steel bar cage Download PDF

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Publication number
TWM529721U
TWM529721U TW105210019U TW105210019U TWM529721U TW M529721 U TWM529721 U TW M529721U TW 105210019 U TW105210019 U TW 105210019U TW 105210019 U TW105210019 U TW 105210019U TW M529721 U TWM529721 U TW M529721U
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Taiwan
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stirrups
stirrup
ribs
main
rib
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TW105210019U
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Chinese (zh)
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柳朝翔
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翔仁企業有限公司
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Priority to TW105210019U priority Critical patent/TWM529721U/en
Publication of TWM529721U publication Critical patent/TWM529721U/en

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Abstract

A pre-assembled steel bar cage is disclosed. The pre-assembled steel bar cage comprises: a plurality of first stirrups and at least one second stirrup; a plurality of work bars fixed on the first stirrups and threaded through the second stirrup; a plurality of main bars rotatablely threaded through the first stirrups and the second stirrup; and at least one position limiting element with two ends fixed on at least one of the first stirrups to form an accommodation space, a segment of at least one of the main bars threaded through the accommodation space and limited inside the accommodation space. The first stirrups are disposed on the main bars and the work bars with a first preset distance. Thus, the quality of steel bar cage can be improved, and time saving and reducing working risk can also be achieved.

Description

預組鋼筋籠Pre-group reinforcement cage

本創作是有關於一種鋼筋籠,特別是有關於一種預組鋼筋籠。This creation is about a kind of steel cage, especially about a pre-group reinforcement cage.

一般以鋼筋混凝土骨架進行建築營造時,通常是在施工現場架設鋼筋及模板,而後灌入混凝土形成支柱。詳細來說,在施工營造時,需在每根支柱的基座位置預先固定好鋼筋並架設固定模板後,再進行灌漿之工作,且需等到模板內的混凝土凝固後,才可進行下一工程,在建築時間上稍嫌緩慢,易延長施工時間。When building a reinforced concrete skeleton, it is common to erect steel bars and formwork on the construction site, and then pour concrete into pillars. In detail, in the construction of the foundation, it is necessary to pre-fix the steel bars at the pedestal position of each pillar and erect the fixed formwork, then carry out the grouting work, and wait until the concrete in the formwork is solidified before proceeding to the next project. It is a bit slow in construction time and it is easy to extend construction time.

此外,若是進行大樓外牆結構的營造時,施工人員必須在建築物主體的外側架設鷹架,再站立在高空之鷹架上以固定鋼筋並架設固定模板,始能進行灌漿作業。如此一來,不僅增加施工人員不慎墜落地面之危險性,且於營造現場一根根綁設鋼筋及固定模板亦費工費時。In addition, if the construction of the external wall structure of the building is carried out, the construction personnel must erect the scaffolding on the outside of the main body of the building, and then stand on the high-altitude eagle frame to fix the steel bars and erect the fixed formwork, and the grouting operation can be started. In this way, not only increases the risk of construction workers falling into the ground accidentally, but also it takes time and labor to tie the steel bars and fix the formwork on the site.

有鑑於上述習知技藝之問題,本創作之一目的就是在提供一種預組鋼筋籠,以達到降低風險、縮短工時並提高鋼筋籠品質之目的。In view of the above-mentioned problems of the prior art, one of the aims of the present invention is to provide a pre-grouped steel cage to achieve the purpose of reducing risk, shortening working hours and improving the quality of the steel cage.

為達前述目的,本創作提出一種預組鋼筋籠,至少包含:複數個第一箍筋及至少一第二箍筋;複數個工作筋,前述的工作筋固接前述的第一箍筋並穿設第二箍筋;複數個主筋,前述的主筋可轉動式穿設前述的第一箍筋及第二箍筋;以及至少一限位件,限位件之兩端分別固接前述的第一箍筋之至少一者以形成一容置空間,且前述的主筋之至少一者之一區段係穿設容置空間且限位於容置空間中,其中前述的第一箍筋係以一第一預設間距設置於前述的主筋及前述的工作筋上。In order to achieve the above purpose, the present invention proposes a pre-grouped steel cage comprising at least a plurality of first stirrups and at least one second stirrup; a plurality of work ribs, the aforementioned work ribs being fixed to the aforementioned first stirrups and worn a second stirrup; a plurality of main ribs, wherein the first main rib is rotatably threaded to the first stirrup and the second stirrup; and at least one limit member, the two ends of the limit member are respectively fixed to the first one At least one of the stirrups to form an accommodating space, and at least one of the aforementioned main ribs is disposed in the accommodating space and is limited to the accommodating space, wherein the first stirrup is a A predetermined spacing is disposed on the aforementioned main rib and the aforementioned working rib.

其中,限位件為一U型環或一條狀結構。Wherein, the limiting member is a U-shaped ring or a strip-like structure.

本創作的預組鋼筋籠更包含複數個可拆卸式固定件用以將前述的主筋可拆卸式固定於前述的第一箍筋之至少一者上以及將第二箍筋可拆卸式固定於前述的工作筋之至少一者及/或末端的前述的第一箍筋上。The pre-assembled reinforcing cage of the present invention further comprises a plurality of detachable fixing members for detachably fixing the aforementioned main rib to at least one of the aforementioned first stirrups and detachably fixing the second stirrup to the foregoing At least one of the working ribs and/or the aforementioned first stirrup of the end.

其中,可拆卸式固定件為可撓線體。Wherein, the detachable fixing member is a flexible wire body.

其中,各前述的第一箍筋及各前述的第二箍筋係一體成型箍筋或組接式箍筋。Wherein, each of the first stirrups and each of the foregoing second stirrups integrally form a stirrup or a joint stirrup.

其中,各前述的主筋之兩端分別具有一第一接合部及一第二接合部。Each of the two ends of each of the foregoing main ribs has a first joint portion and a second joint portion.

其中,第一接合部為內螺紋,該第二接合部為外螺紋。Wherein, the first joint portion is an internal thread, and the second joint portion is an external thread.

其中,各第一箍筋及各第二箍筋係方形箍筋或圓形箍筋。Wherein, each of the first stirrups and each of the second stirrups are square stirrups or round stirrups.

其中,各第一箍筋及各第二箍筋之兩末端係朝各第一箍筋及各第二箍筋之中心彎折。The two ends of each of the first stirrups and the second stirrups are bent toward the centers of the first stirrups and the second stirrups.

其中,相鄰兩第一箍筋及第二箍筋之兩末端係交錯排列且對角設置。Wherein, the two ends of the adjacent two first stirrups and the second stirrup are staggered and diagonally disposed.

承上所述,依本創作之預組鋼筋籠,其可具有一或多個下述優點:As stated above, the pre-assembled steel cages created according to the present invention may have one or more of the following advantages:

(1) 本創作之預組鋼筋籠,採用預先組裝好預組鋼筋籠之施工方式,不僅可免除習知建築營造須搭設鷹架之危險性,且能夠縮短營造工時。(1) The pre-grouped steel cages of this creation adopt the pre-assembled construction method of pre-grouped steel cages, which not only eliminates the danger of the conventional building to build a scaffold, but also shortens the construction time.

(2) 本創作之預組鋼筋籠,藉由可轉動式穿設第一箍筋及第二箍筋的主筋,因此在將預組鋼筋籠與施工現場的另一預組鋼筋籠之主筋進行組裝時,可以藉由轉動預組鋼筋籠之主筋以使此主筋能夠與另一預組鋼筋籠之主筋組接在一起,不受預組鋼筋籠之主筋是否與另一預組鋼筋籠之主筋有位置偏差之影響。(2) The pre-assembled steel cage of this creation, by rotating the main ribs of the first stirrup and the second stirrup, the pre-group reinforcement cage and the main reinforcement of another pre-group reinforcement cage at the construction site When assembling, the main rib of the pre-grouped steel cage can be rotated to make the main rib be able to be combined with the main rib of the other pre-grouped steel cage, regardless of whether the main rib of the pre-grouped steel cage is the main rib of another pre-group reinforcement cage There is a positional deviation effect.

(3) 在本創作之預組鋼筋籠及其製造方法中,由於第二箍筋是藉由可拆卸式固定件而與工作筋或第一箍筋可拆卸式固定在一起,並非與主筋固定在一起,因此第二箍筋不會因轉動主筋而移位,不影響預組鋼筋籠之整體結構。而在組接兩預組鋼筋籠的主筋後,先將可拆卸式固定件拆卸下來以分離第二箍筋及工作筋或第一箍筋,再藉由移動第二箍筋以令第二箍筋套設於另一個預組鋼筋籠的主筋及工作筋上,能夠提高兩預組鋼筋籠之組接強度。(3) In the pre-grouped steel cage of the present invention and the manufacturing method thereof, since the second stirrup is detachably fixed to the working rib or the first stirrup by the detachable fixing member, it is not fixed with the main rib Together, the second stirrup will not be displaced by rotating the main rib, and will not affect the overall structure of the pre-group reinforcement cage. After assembling the main ribs of the two pre-grouped steel cages, the detachable fixing members are first removed to separate the second stirrups and the working ribs or the first stirrups, and then the second hoop is moved to move the second hoop The rib sleeve is set on the main rib and the working rib of another pre-group reinforcement cage, which can improve the assembly strength of the two pre-group reinforcement cages.

(4) 本創作之預組鋼筋籠,藉由限位件以將至少一主筋之一區段限位於容置空間中,使得在移動預組鋼筋籠時,穿設於第一箍筋的主筋不會與第一箍筋分離開來。(4) The pre-grouped steel cage of the present invention is configured to limit one of the at least one main rib to the accommodating space by the limiting member, so that the main rib of the first stirrup is worn when the pre-grouped reinforcing cage is moved Will not be separated from the first stirrup.

(5) 本創作之預組鋼筋籠,採用預先組裝好預組鋼筋籠之施工方式,可提前組裝備料,有利於掌控營造進度及品質,不僅可縮短工時且不受施工現場的天候影響。(5) The pre-grouped steel cages of this creation adopt the pre-assembled construction method of pre-grouped steel cages, which can be used to set up materials in advance, which is conducive to controlling the progress and quality of the construction, not only shortening the working hours but also being affected by the weather on the construction site. .

為利 貴審查員瞭解本創作之技術特徵、內容與優點及其所能達成之功效,茲將本創作配合圖式,並以實施例之表達形式詳細說明如下,而其中所使用之圖式,其主旨僅為示意及輔助說明書之用,未必為本創作實施後之真實比例與精準配置,故不應就所附之圖式的比例與配置關係解讀、侷限本創作於實際實施上的權利範圍。此外,為使便於理解,下述實施例中的相同元件係以相同的符號標示來說明。In order to understand the technical characteristics, content and advantages of the creation and the effects that can be achieved by the examiner, the author will cooperate with the schema and explain the following in the form of the embodiment, and the schema used therein The subject matter is only for the purpose of illustration and supplementary instructions. It is not necessarily the true proportion and precise configuration after the implementation of the creation. Therefore, the proportions and configuration relationships of the attached drawings should not be interpreted or limited in the actual implementation scope. In addition, in order to facilitate understanding, the same elements in the following embodiments are denoted by the same reference numerals.

請參閱圖1,圖1為本創作之預組鋼筋籠之立體示意圖。如圖1所示,本創作之預組鋼筋籠100至少包含複數個第一箍筋10、12、14、16、18、至少一第二箍筋20、複數個工作筋30、複數個主筋40以及至少一限位件50。工作筋30例如採用焊接方式而固接第一箍筋10、12、14、16、18並穿設第二箍筋20,亦即工作筋30並未固接第二箍筋20。主筋40係可轉動式穿設第一箍筋10、12、14、16、18及第二箍筋20。限位件50之兩端分別例如採用焊接方式而固接第一箍筋10、12、14、16、18之至少一者以形成一容置空間52,且主筋40之至少一者之一區段,例如前段、中段或後段之一者或多者,係穿設容置空間52且限位於容置空間52中。第一箍筋10、12、14、16、18係以第一預設間距d設置於主筋40及工作筋30上,即相鄰兩第一箍筋10、12、14、16、18之距離為第一預設間距d,例如25公分。使用者可依實際需求調整第一預設間距d之距離,以調控相鄰兩第一箍筋10、12、14、16、18間之距離。為使便於理解,圖1中第一箍筋之數量舉例為5,但實務上主筋、工作筋、第一箍筋及第二箍筋之數量均不限定於圖中所示,使用者可視實際需求調整第一箍筋之數量。Please refer to FIG. 1 , which is a perspective view of the pre-grouped steel cage of the present invention. As shown in FIG. 1 , the pre-grouped steel cage 100 of the present invention includes at least a plurality of first stirrups 10, 12, 14, 16, 18, at least one second stirrup 20, a plurality of work ribs 30, and a plurality of main ribs 40. And at least one limiting member 50. The working ribs 30 are fixed to the first stirrups 10, 12, 14, 16, 18 and the second stirrups 20, for example, by welding, that is, the working ribs 30 are not fixed to the second stirrups 20. The main rib 40 is rotatably threaded through the first stirrups 10, 12, 14, 16, 18 and the second stirrup 20. The two ends of the limiting member 50 are respectively fixed to at least one of the first stirrups 10, 12, 14, 16, 18 by welding, to form an accommodation space 52, and at least one of the main reinforcements 40 One or more of the segments, such as the front segment, the middle segment, or the rear segment, are disposed in the accommodating space 52 and are limited to the accommodating space 52. The first stirrups 10, 12, 14, 16, 18 are disposed on the main rib 40 and the working rib 30 at a first predetermined spacing d, that is, the distance between adjacent two first stirrups 10, 12, 14, 16, and 18. It is the first preset spacing d, for example 25 cm. The user can adjust the distance of the first preset spacing d according to actual needs to adjust the distance between the adjacent two first stirrups 10, 12, 14, 16, 18. For ease of understanding, the number of the first stirrups in FIG. 1 is exemplified as 5, but the number of the main ribs, the work ribs, the first stirrups, and the second stirrups are not limited to those shown in the figure, and the user can see the actual situation. The demand adjusts the number of first stirrups.

在本創作的圖式中,為便於區分主筋40及工作筋30,工作筋30的截面係以斜線表示。經參閱本說明書後,本創作所屬技術領域中具有通常知識者應能理解主筋40及工作筋30皆為實心的鋼筋。更甚者,主筋40及工作筋30也可以為空心的鋼筋,惟於實務上,通常採用實心的鋼筋作為主筋及工作筋。為使圖式簡潔,圖1中的主筋40的兩端未繪示第一接合部及第二接合部。第一接合部及第二接合部的樣態請參閱圖6。In the drawing of the present creation, in order to facilitate the distinction between the main rib 40 and the working rib 30, the cross section of the working rib 30 is indicated by oblique lines. After referring to the present specification, those having ordinary knowledge in the art to which the present invention pertains should be able to understand that both the main rib 40 and the working rib 30 are solid reinforcing bars. What is more, the main ribs 40 and the working ribs 30 can also be hollow steel bars. However, in practice, solid steel bars are usually used as the main ribs and the working ribs. In order to make the drawings simple, the first joint portion and the second joint portion are not shown at both ends of the main rib 40 in FIG. Please refer to FIG. 6 for the state of the first joint portion and the second joint portion.

第一箍筋10、12、14、16、18及第二箍筋20可例如為一體成型箍筋或組接式箍筋。在本創作的圖式中,雖然舉第一箍筋10、12、14、16、18及第二箍筋20為方形箍筋為例,但是應能理解的是,第一箍筋10、12、14、16、18及第二箍筋20也可以為圓形箍筋。第一箍筋10、12、14、16、18及第二箍筋20可例如為粗細一致的箍筋。此外,如圖3所示,為提高第一箍筋10、12、14、16、18及第二箍筋20中彎折處的強度,也可以於彎折處增設強化件70,以避免扭曲變形或斷裂。強化件70之材質可例如為鋼筋或鐵,但不限定於此。The first stirrups 10, 12, 14, 16, 18 and the second stirrup 20 can be, for example, integrally formed stirrups or assembled stirrups. In the drawing of the present invention, although the first stirrups 10, 12, 14, 16, 18 and the second stirrup 20 are square stirrups, it should be understood that the first stirrups 10, 12 14, 14, 16, and the second stirrup 20 may also be circular stirrups. The first stirrups 10, 12, 14, 16, 18 and the second stirrup 20 can be, for example, a stirrup of uniform thickness. In addition, as shown in FIG. 3, in order to improve the strength of the bend in the first stirrups 10, 12, 14, 16, 18 and the second stirrup 20, a reinforcing member 70 may be added at the bend to avoid distortion. Deformed or broken. The material of the reinforcing member 70 may be, for example, steel or iron, but is not limited thereto.

第一箍筋10、12、14、16、18及第二箍筋20可例如由單一鋼筋彎繞而成的箍筋或者是由多個鋼筋組接而成的箍筋。請參閱圖2及圖4,圖2為本創作中主筋及工作筋設置於第一態樣的第一箍筋上之示意圖,圖4為本創作中主筋及工作筋設置於第二態樣的第一箍筋上之示意圖。如圖2所示,在本創作中,第一箍筋10、12、14、16、18可以是由單一鋼筋彎繞而成的箍筋,其彎繞的形式亦不限定於圖中所示。或者,第一箍筋10、12、14、16、18也可以是由多個鋼筋組接而成的箍筋(見圖4)。同理地,第二箍筋20也可以例如為圖2或圖4所示的態樣的箍筋。The first stirrups 10, 12, 14, 16, 18 and the second stirrup 20 may be, for example, a stirrup formed by bending a single steel bar or a stirrup formed by a plurality of steel bars. Please refer to FIG. 2 and FIG. 4 . FIG. 2 is a schematic view showing the main rib and the working rib being disposed on the first stirrup of the first aspect in the creation, and FIG. 4 is the second main aspect of the main rib and the working rib in the creation. Schematic diagram of the first stirrup. As shown in FIG. 2, in the present creation, the first stirrups 10, 12, 14, 16, 18 may be a stirrup formed by bending a single steel bar, and the form of the bend is not limited to the one shown in the figure. . Alternatively, the first stirrups 10, 12, 14, 16, 18 may also be stirrups formed by a plurality of reinforcing bars (see Fig. 4). Similarly, the second stirrup 20 can also be a stirrup of the aspect shown in FIG. 2 or FIG. 4, for example.

主筋40之數量可例如為工作筋30之數量的倍數。如圖2及圖4所示,主筋40之數量為12,而工作筋30之數量為4。使用者可視實際需求調整主筋40及工作筋30之數量,通常令鋼筋籠結構成對稱設計即可以強化結構強度。此外,主筋40係以第二預設間距設置於第一箍筋10、12、14、16、18上,而工作筋30係以第三預設間距設置於第一箍筋10、12、14、16、18上。第二預設間距可例如為固定值且第三預設間距亦可為另一或同一固定值(即,每一主筋40或工作筋30以其固定間距設置於第一箍筋10、12、14、16、18上)。並且,使用者也可以視實際需求調整兩相鄰主筋40的距離及兩相鄰工作筋30之距離。The number of main ribs 40 can be, for example, a multiple of the number of working ribs 30. As shown in FIGS. 2 and 4, the number of main ribs 40 is 12, and the number of working ribs 30 is 4. The user can adjust the number of the main ribs 40 and the working ribs 30 according to actual needs, and the reinforced cage structure is usually symmetrical to strengthen the structural strength. In addition, the main ribs 40 are disposed on the first stirrups 10, 12, 14, 16, 18 at a second predetermined interval, and the work ribs 30 are disposed on the first stirrups 10, 12, 14 at a third predetermined pitch. , 16, 18 on. The second preset spacing may be, for example, a fixed value and the third predetermined spacing may be another or the same fixed value (ie, each of the main ribs 40 or the working ribs 30 is disposed at the first spacing of the first stirrups 10, 12, 14, 16, 18). Moreover, the user can also adjust the distance between two adjacent main ribs 40 and the distance between two adjacent working ribs 30 according to actual needs.

於一實施例中,第一箍筋10、12、14、16、18及第二箍筋20之兩末端可例如朝各第一箍筋10、12、14、16、18及各第二箍筋20之中心彎折。並且,相鄰兩第一箍筋10、12、14、16、18及第二箍筋20之兩末端係交錯排列。較佳地,相鄰兩第一箍筋10、12、14、16、18及第二箍筋20之兩末端係對角設置。請參閱圖5,圖5為本發明中相鄰兩第一箍筋及第二箍筋之兩末端交錯排列之示意圖。如圖5所示,相鄰兩第一箍筋10、12、14、16、18及第二箍筋20之兩末端係交錯排列且對角設置(圖5為圖1中第一箍筋及第二箍筋的爆炸示意圖,且為使圖式簡潔,圖5中未繪示主筋、工作筋及限位件)。亦即,於一較佳實施例中,第一箍筋10之兩末端與第一箍筋12之兩末端係交錯排列且對角設置,第一箍筋12之兩末端與第一箍筋14之兩末端係交錯排列且對角設置,第一箍筋14之兩末端與第一箍筋16之兩末端係交錯排列且對角設置,第一箍筋16之兩末端與第一箍筋18之兩末端係交錯排列且對角設置,第一箍筋18之兩末端與第二箍筋20之兩末端係交錯排列且對角設置(見圖5)。藉此,由於相鄰兩第一箍筋10、12、14、16、18及第二箍筋20的兩末端是交錯排列且對角設置,並非重疊排列設置,因此可避免預組鋼筋籠受力不均並提高預組鋼筋籠的應力強度。In one embodiment, the two ends of the first stirrups 10, 12, 14, 16, 18 and the second stirrup 20 can be, for example, toward the first stirrups 10, 12, 14, 16, 18 and each of the second hoops. The center of the rib 20 is bent. Moreover, the two ends of the adjacent first stirrups 10, 12, 14, 16, 18 and the second stirrup 20 are staggered. Preferably, the two ends of the adjacent first stirrups 10, 12, 14, 16, 18 and the second stirrup 20 are diagonally disposed. Please refer to FIG. 5. FIG. 5 is a schematic view showing the staggered arrangement of two ends of two adjacent first stirrups and second stirrups in the present invention. As shown in FIG. 5, the two ends of the adjacent first stirrups 10, 12, 14, 16, 18 and the second stirrup 20 are staggered and diagonally disposed (Fig. 5 is the first stirrup in Fig. 1 and The schematic diagram of the explosion of the second stirrup, and in order to make the figure simple, the main rib, the work rib and the limit member are not shown in Fig. 5). That is, in a preferred embodiment, the two ends of the first stirrup 10 and the ends of the first stirrup 12 are staggered and diagonally disposed, and the two ends of the first stirrup 12 and the first stirrup 14 The two ends are staggered and diagonally disposed. The two ends of the first stirrup 14 and the ends of the first stirrup 16 are staggered and diagonally disposed, and the two ends of the first stirrup 16 and the first stirrup 18 The two ends are staggered and diagonally disposed, and the two ends of the first stirrup 18 and the ends of the second stirrup 20 are staggered and diagonally disposed (see FIG. 5). Thereby, since the two ends of the adjacent two first stirrups 10, 12, 14, 16, 18 and the second stirrup 20 are staggered and diagonally arranged, and are not arranged in an overlapping manner, the pre-group reinforcement cage can be avoided. Uneven force and increase the stress intensity of the pre-group reinforcement cage.

本創作之一特點在於:主筋40是可轉動式地穿設第一箍筋10、12、14、16、18及第二箍筋20,因此在將預組鋼筋籠與施工現場的另一預組鋼筋籠之主筋40或樓板之主筋進行組裝時,可藉由工具,如鍊條,轉動預組鋼筋籠之主筋40以使此主筋40能夠與另一預組鋼筋籠之主筋40或樓板之主筋組接在一起,不會受預組鋼筋籠之主筋40是否與另一預組鋼筋籠之主筋40有位置偏差之影響,故能省去因位置誤差而需重新焊接之工時俾便利於施工運作。本創作之主筋40是非固接且非焊接於第一箍筋10、12、14、16、18及第二箍筋20,亦即主筋40是可轉動式地穿設第一箍筋10、12、14、16、18及第二箍筋20而能夠達到不受兩主筋40是否有位置偏差的影響。除此之外,本創作更將限位件50設置於第一箍筋10、12、14、16、18上,以使穿設於由限位件50及第一箍筋10、12、14、16、18所形成的容置空間52中的主筋40能夠限位於容置空間52中且仍然可轉動,因此在移動預組鋼筋籠時,穿設於第一箍筋10、12、14、16、18的主筋40不會與第一箍筋10、12、14、16、18分離開來,不僅可省去因位置誤差而需重新焊接之工時且能進一步強化整體結構。One of the features of the present invention is that the main rib 40 is rotatably threaded through the first stirrups 10, 12, 14, 16, 18 and the second stirrup 20, so that the pre-group reinforcement cage and another pre-work site are When assembling the main rib 40 of the steel cage or the main rib of the slab, the main rib 40 of the pre-group reinforcement cage can be rotated by a tool such as a chain to enable the main rib 40 to be combined with the main rib 40 of the other pre-group reinforcement cage or the main rib of the slab When the groups are connected together, it is not affected by the positional deviation of the main reinforcement 40 of the pre-grouped steel cage from the main reinforcement 40 of the other pre-group reinforcement cage, so that the work time required to re-weld due to the position error can be omitted, and the construction is facilitated. Operation. The main rib 40 of the present invention is non-fixed and not welded to the first stirrups 10, 12, 14, 16, 18 and the second stirrup 20, that is, the main rib 40 is rotatably threaded through the first stirrup 10, 12 14, 14, 18, and the second stirrup 20 can be affected by the positional deviation of the two main ribs 40. In addition, the present invention further places the limiting member 50 on the first stirrup 10, 12, 14, 16, 18 so as to be worn on the limiting member 50 and the first stirrup 10, 12, 14 The main ribs 40 in the accommodating space 52 formed by the first and second ribs 10, 12, and 14 are disposed in the accommodating space 52 and are still rotatable. The main ribs 40 of 16, 18 are not separated from the first stirrups 10, 12, 14, 16, 18, which not only saves the man-hours required to be re-welded due to positional errors, but also further strengthens the overall structure.

限位件50可例如為U型環或U型螺絲,但不限定於此。限位件50之材質可例如為鋼筋。任何可由例如為鋼筋之材質且能提供限位空間的構件皆為本創作所請求保護之限位件50(即,本創作之限位件50不限定於前述的U型環或U型螺絲等U型結構)。舉例而言,這些限位件50亦可為多個相互交錯形成限位空間之條狀結構(例如為直條狀鋼筋)。如圖1所示,可以將多個限位件50全部設置於其中一個第一箍筋上(例如全部設置於第一箍筋10上)。雖然圖1僅繪示將多個限位件50全部設置於第一箍筋10上,但熟習此技藝者經由本創作之揭示內容應能明瞭也可以將多個限位件50分別設置於不同的第一箍筋10、12、14、16、18上,使得每一主筋40上的某一區段都可以藉由限位件50而限位於容置空間52中(見圖13及14)。The stopper 50 may be, for example, a U-ring or a U-shaped screw, but is not limited thereto. The material of the limiting member 50 can be, for example, a reinforcing bar. Any member that can be a material such as a reinforcing bar and can provide a limiting space is the limiting member 50 claimed by the author (ie, the limiting member 50 of the present invention is not limited to the aforementioned U-ring or U-shaped screw, etc. U-shaped structure). For example, the limiting members 50 may also be a plurality of strip structures (for example, straight strip-shaped reinforcing bars) which are mutually staggered to form a limiting space. As shown in FIG. 1 , a plurality of limiting members 50 may be disposed on one of the first stirrups (for example, all disposed on the first stirrup 10). Although FIG. 1 only shows that all of the plurality of limiting members 50 are disposed on the first stirrup 10, it should be apparent to those skilled in the art that the plurality of the limiting members 50 can be respectively set differently. The first stirrups 10, 12, 14, 16, 18 are such that a certain section of each of the main ribs 40 can be limited to the accommodating space 52 by the limiting member 50 (see FIGS. 13 and 14). .

本創作的預組鋼筋籠更可以包含有複數個可拆卸式固定件60用以將主筋40可拆卸式固定於第一箍筋10、12、14、16、18之至少一者上以及將第二箍筋20可拆卸式固定於工作筋30之至少一者及/或末端的第一箍筋18上(在圖1中,第一箍筋10為前端的第一箍筋,而第一箍筋18為末端的第一箍筋)。藉由將複數個可拆卸式固定件60設置於第一箍筋10、12、14、16、18及主筋40上(參閱圖13及14),使得主筋40暫時固定於至少一個第一箍筋10上,來提高預組鋼筋籠的結構穩定度,避免於搬運預組鋼筋籠時,主筋40與第一箍筋10、12、14、16、18分離開來。而在組接兩預組鋼筋籠時,使用者可將可拆卸式固定件60從第一箍筋10、12、14、16、18及主筋40上拆卸下來,以便利於移動或微調主筋40之位置,使得兩預組鋼筋籠之兩主筋40可以組接在一起。同理地,也可以藉由可拆卸式固定件60來將第二箍筋20可拆卸式固定於工作筋30之至少一者及/或末端的第一箍筋18上。可拆卸式固定件60可例如為可撓線體,如鋼絲或鐵絲等,藉由彎折可拆卸式固定件60,以將主筋40與第一箍筋10、12、14、16、18綑綁在一起及/或將第二箍筋20綑綁至工作筋30之至少一者及/或末端的第一箍筋18上。此外,拆除可拆卸式固定件60之方式也可以例如是剪斷的方式剪斷鋼絲或鐵絲。因此,可拆卸式固定件60之設置位置可為適合使用者剪除之高度,例如最底層之第一箍筋,藉此當需要令主筋40呈可轉動狀態時,不須額外攀高工具,即可輕易剪斷可拆卸式固定件60。The pre-assembled reinforcing cage of the present invention may further comprise a plurality of detachable fixing members 60 for detachably fixing the main rib 40 to at least one of the first stirrups 10, 12, 14, 16, 18 and The second stirrup 20 is detachably fixed to the first stirrup 18 of at least one and/or the end of the working rib 30 (in FIG. 1 , the first stirrup 10 is the first stirrup of the front end, and the first hoop The rib 18 is the first stirrup of the end). The main ribs 40 are temporarily fixed to the at least one first stirrup by placing a plurality of detachable fixing members 60 on the first stirrups 10, 12, 14, 16, 18 and the main rib 40 (see FIGS. 13 and 14). 10, to improve the structural stability of the pre-group of steel cages, to avoid the separation of the main ribs 40 and the first stirrups 10, 12, 14, 16, 18 when transporting the pre-set steel cages. When assembling two pre-set steel cages, the user can detach the detachable fixing member 60 from the first stirrups 10, 12, 14, 16, 18 and the main rib 40 to facilitate moving or fine-tuning the main rib 40. The position is such that the two main ribs 40 of the two pre-grouped steel cages can be assembled together. Similarly, the second stirrup 20 can also be detachably fixed to the first stirrup 18 of at least one and/or the end of the working rib 30 by the detachable fixing member 60. The detachable fixing member 60 can be, for example, a flexible body such as a wire or a wire, by bending the detachable fixing member 60 to bind the main rib 40 to the first stirrup 10, 12, 14, 16, 18 The second stirrup 20 is tied together and/or to the first stirrup 18 of at least one and/or end of the working rib 30. In addition, the manner in which the detachable fixing member 60 is removed may also be to cut the wire or the wire, for example, by shearing. Therefore, the position of the detachable fixing member 60 can be a height suitable for the user to cut off, for example, the first stirrup of the bottom layer, so that when the main rib 40 needs to be rotated, the tool can be raised without additional climbing. The detachable fixing member 60 is easily cut.

除此之外,本創作之預設鋼筋籠可藉由主筋40將兩個預組鋼筋籠組接在一起。主筋40之兩端分別具有第一接合部42及第二接合部44,藉由將某一主筋40的第一接合部42與另一主筋40的第二接合部44連接在一起,以將兩預組鋼筋籠組接在一起。如圖6所示,第一接合部42可例如為內螺紋,第二接合部44可例如為外螺紋。除此之外,第一接合部42亦可例如為外螺紋,第二接合部44可例如為內螺紋。藉由將第一接合部42與另一主筋40的第二接合部44螺合在一起,可達到組接兩預組鋼筋籠之目的。In addition, the preset steel cage of the present invention can be used to assemble two pre-grouped steel cages by the main rib 40. The two ends of the main rib 40 respectively have a first joint portion 42 and a second joint portion 44, and the first joint portion 42 of one of the main ribs 40 is connected with the second joint portion 44 of the other main rib 40 to The pre-grouped steel cages are grouped together. As shown in FIG. 6, the first engagement portion 42 can be, for example, an internal thread and the second engagement portion 44 can be, for example, an external thread. In addition to this, the first engaging portion 42 can also be, for example, an external thread, and the second engaging portion 44 can be, for example, an internal thread. By screwing the first joint portion 42 with the second joint portion 44 of the other main rib 40, the purpose of assembling the two pre-group reinforcing cages can be achieved.

由於第二箍筋20是藉由可拆卸式固定件60而與工作筋30或末端的第一箍筋18可拆卸式固定在一起,並非與主筋40固定在一起,因此在轉動主筋40時,不須解開第二箍筋20,且第二箍筋20不會因轉動主筋40而移位,不影響預組鋼筋籠之整體結構。而在組接兩預組鋼筋籠的主筋40後,先將可拆卸式固定件60拆卸下來以分離第二箍筋20及工作筋30或第一箍筋18,再藉由移動第二箍筋20以令第二箍筋20套設於另一個預組鋼筋籠的主筋40及工作筋30上,能夠提高兩預組鋼筋籠之組接強度。Since the second stirrup 20 is detachably fixed to the working rib 30 or the first stirrup 18 at the end by the detachable fixing member 60, and is not fixed to the main rib 40, when the main rib 40 is rotated, The second stirrup 20 is not required to be unwound, and the second stirrup 20 is not displaced by rotating the main tendon 40, and does not affect the overall structure of the pre-group reinforcing cage. After the main ribs 40 of the two pre-grouped steel cages are assembled, the detachable fixing member 60 is first detached to separate the second stirrup 20 and the working rib 30 or the first stirrup 18, and then the second stirrup is moved. 20, so that the second stirrup 20 is sleeved on the main rib 40 and the working rib 30 of the other pre-group reinforcement cage, the assembly strength of the two pre-group reinforcement cages can be improved.

圖7為本創作之預組鋼筋籠之製造方法之第一實施例之流程示意圖。如圖7所示,本創作之預組鋼筋籠之製造方法至少包含步驟S10至S40。在步驟S10中,提供複數個主筋、複數個工作筋以及複數個第一箍筋;在步驟S20中,進行第一組接步驟,使得部分之前述的工作筋固接前述的第一箍筋,且將部分之前述的主筋可轉動式穿設前述的第一箍筋;在步驟S30中,進行第二組接步驟,包含:將另一部分之前述的工作筋固接前述的第一箍筋;以及將另一部分之前述的主筋可轉動式穿設前述的第一箍筋;以及在步驟S40中,進行限位步驟,將至少一限位件之兩端分別固接前述的第一箍筋之至少一者以形成一容置空間,使得前述的主筋之至少一者之一區段限位於容置空間中,其中前述的第一箍筋係以一第一預設間距設置於前述的主筋及前述的工作筋上。FIG. 7 is a schematic flow chart of a first embodiment of a method for manufacturing a pre-assembled steel cage according to the present invention. As shown in FIG. 7, the manufacturing method of the pre-grouped steel cage of the present invention includes at least steps S10 to S40. In step S10, a plurality of main ribs, a plurality of working ribs, and a plurality of first stirrups are provided; in step S20, a first assembly step is performed to fix a portion of the aforementioned work ribs to the first stirrups. And a part of the foregoing main rib is rotatably threaded through the first stirrup; in step S30, performing a second assembly step, comprising: fixing another working part of the working rib to the first stirrup; And traversing the first rib of the other part to the first stirrup; and in step S40, performing a limiting step, respectively fixing the two ends of the at least one limiting member to the first stirrup At least one of the at least one of the main ribs is limited to be located in the accommodating space, wherein the first rib is disposed at a first predetermined pitch on the main rib and The aforementioned work ribs.

在本創作中,預組鋼筋籠之製造方法更可包含進行第一可拆卸式固定步驟,以將前述的主筋可拆卸式固定於前述的第一箍筋之至少一者上。請參閱圖8,圖8為本創作之預組鋼筋籠之製造方法之第二實施例之流程示意圖。如圖8所示,本創作之預組鋼筋籠之製造方法包含步驟S10至S70。在本創作之預組鋼筋籠之製造方法之第二實施例中,步驟S10至S40同前述第一實施例所述的步驟S10至S40,故在此不贅述。在步驟S50中,進行第一可拆卸式固定步驟,以將前述的主筋可拆卸式固定於前述的第一箍筋之至少一者上。此外,如圖8所示,本創作的預組鋼筋籠之製造方法更可以包含有步驟S60及S70。在步驟S60中,提供至少一第二箍筋,第二箍筋係套設於前述的主筋及前述的工作筋之一端。在步驟S70中,進行第二可拆卸式固定步驟,以將第二箍筋可拆卸式固定於前述的工作筋之至少一者及/或末端的第一箍筋上。In the present invention, the method of manufacturing the pre-assembled steel cage may further include performing a first detachable fixing step to detachably fix the aforementioned main rib to at least one of the aforementioned first stirrups. Please refer to FIG. 8. FIG. 8 is a schematic flow chart of a second embodiment of a method for manufacturing a pre-grouped steel cage according to the present invention. As shown in FIG. 8, the manufacturing method of the pre-grouped steel cage of the present invention includes steps S10 to S70. In the second embodiment of the method for manufacturing the pre-assembled reinforcing cage of the present invention, the steps S10 to S40 are the same as the steps S10 to S40 described in the foregoing first embodiment, and thus are not described herein. In step S50, a first detachable fixing step is performed to detachably fix the aforementioned main rib to at least one of the aforementioned first stirrups. In addition, as shown in FIG. 8, the manufacturing method of the pre-grouped steel cage of the present invention may further include steps S60 and S70. In step S60, at least one second stirrup is provided, and the second stirrup is sleeved on one of the aforementioned main ribs and one of the aforementioned working ribs. In step S70, a second detachable fixing step is performed to detachably fix the second stirrup to the first stirrup of at least one of the aforementioned working ribs and/or the end.

在步驟S20中,第一組接步驟可例如包含有:提供一工作架;將部分之前述的工作筋及部分之前述的主筋設於工作架上;對齊部分之前述的工作筋及部分之前述的主筋;套設前述的第一箍筋於部分之前述的工作筋及部分之前述的主筋上並固接部分之前述的工作筋於前述的第一箍筋上;以及可轉動式穿設前述的第一箍筋於部分之前述的主筋上。先將一個或多個工作筋及主筋置於工作架上,藉由對齊步驟以使工作筋及主筋對齊,將工作筋及主筋套設於第一箍筋中並將工作筋固接於第一箍筋的預定位置上,最後將主筋可轉動穿設於第一箍筋的預定位置上 。此外,在進行第二組接步驟時(步驟S30),也可以藉由工作架及對齊步驟來將主筋及工作筋設置於第一箍筋的預定位置上。In step S20, the first assembling step may include, for example, providing a work frame, and setting a part of the aforementioned working ribs and a portion of the aforementioned main ribs on the work frame; and aligning the aforementioned working ribs and portions of the working portion a main rib; the first stirrup is disposed on a portion of the aforementioned working rib and a portion of the aforementioned main rib and the aforementioned working rib of the fixed portion is on the first stirrup; and the rotatably threading The first stirrup is on a portion of the aforementioned main rib. First place one or more working ribs and main ribs on the work frame, and by aligning the steps to align the working ribs and the main ribs, the working ribs and the main ribs are sleeved in the first stirrups and the work ribs are fixed to the first At a predetermined position of the stirrup, the main rib is finally rotatably disposed at a predetermined position of the first stirrup. In addition, when the second grouping step is performed (step S30), the main ribs and the working ribs may be disposed at predetermined positions of the first stirrup by the work frame and the alignment step.

以下請參閱附圖說明本創作中製造預組鋼筋籠之流程。請參閱圖9至圖14,圖9至圖14為製造本創作之預組鋼筋籠之示意圖。為使圖面簡潔,圖9至圖14中,僅繪出一個第一箍筋10或12,實際上第一箍筋之數量為複數個,舉例來說,如圖1所示,第一箍筋之數量可例如為5,或者為2個以上。主筋40、工作筋30及限位件50之數量僅為舉例,並不限定於此。使用者可視實際需求調整數量。Please refer to the attached drawings to explain the process of manufacturing pre-grouped steel cages in this creation. Please refer to FIG. 9 to FIG. 14 . FIG. 9 to FIG. 14 are schematic diagrams of manufacturing the pre-grouped steel cage of the present invention. In order to make the drawing simple, in Fig. 9 to Fig. 14, only one first stirrup 10 or 12 is drawn. Actually, the number of the first stirrups is plural. For example, as shown in Fig. 1, the first hoop The number of ribs may be, for example, 5 or more. The number of the main rib 40, the working rib 30, and the stopper 50 is merely an example, and is not limited thereto. The user can adjust the quantity according to actual needs.

首先,提供複數個主筋40、複數個工作筋30以及複數個第一箍筋10(步驟S10),並將部分的工作筋30固接於第一箍筋10上以及將部分的主筋40可轉動式地穿設第一箍筋10(步驟S20) (見圖9)。接著,將另一部分的工作筋30固接於第一箍筋10上(如圖10所示,可以將其餘的工作筋30固接於第一箍筋10上)。再將另一部分的主筋40可轉動式地穿設第一箍筋10(步驟S30)(如圖11所示,可以將其餘的主筋40可轉動式地穿設第一箍筋10)。接著,如圖12所示,將限位件50的兩端分別固接於第一箍筋10上以形成容置空間52,使得主筋10的一區段可以限位於此容置空間52中(步驟S40)。First, a plurality of main ribs 40, a plurality of working ribs 30, and a plurality of first stirrups 10 are provided (step S10), and a part of the working ribs 30 are fixed to the first stirrup 10 and a part of the main ribs 40 can be rotated. The first stirrup 10 is bored (step S20) (see Fig. 9). Next, another portion of the working rib 30 is fixed to the first stirrup 10 (as shown in FIG. 10, the remaining working rib 30 can be fixed to the first stirrup 10). Another portion of the main rib 40 is rotatably passed through the first stirrup 10 (step S30) (as shown in FIG. 11, the remaining main rib 40 can be rotatably passed through the first stirrup 10). Then, as shown in FIG. 12, the two ends of the limiting member 50 are respectively fixed on the first stirrup 10 to form the receiving space 52, so that a section of the main rib 10 can be limited to the receiving space 52 ( Step S40).

如前所述,可以將多個限位件50全部設置於其中一個第一箍筋10上(圖12),或者是將多個限位件50分別設置於不同的第一箍筋10或12上(圖13及圖14)。請見圖13,主筋40可以是藉由限位件50或是可拆卸式固定件60而與第一箍筋10接合在一起。藉由可拆卸式固定件60來將主筋40可拆卸式地固定於第一箍筋10上(步驟S50)。As described above, a plurality of limiting members 50 may be disposed on one of the first stirrups 10 (FIG. 12), or a plurality of the limiting members 50 may be respectively disposed on different first stirrups 10 or 12 Upper (Figure 13 and Figure 14). Referring to FIG. 13 , the main rib 40 may be joined to the first stirrup 10 by the limiting member 50 or the detachable fixing member 60 . The main rib 40 is detachably fixed to the first stirrup 10 by the detachable fixing member 60 (step S50).

多個限位件50可以分別設置於不同的第一箍筋上。請一併參閱圖13及圖14,在位於上層的第一箍筋10中(即前述的前端的第一箍筋10),限位件50設置於第一箍筋10的四個角落,以使穿設於第一箍筋10角落的主筋40可以藉由限位件50而限位於容置空間52中(圖13),而其餘的主筋40則藉由可拆卸式固定件60而與第一箍筋10可拆卸式地固定在一起。在位於第一箍筋10下層的第一箍筋12中,可拆卸式固定件60設置於第一箍筋12的四個角落,以使穿設於第一箍筋12角落的主筋40可以藉由可拆卸式固定件60而與第一箍筋12可拆卸式地固定在一起,而其餘的主筋40則藉由限位件50而限位於容置空間52中(圖14)。換句話說,每一主筋40皆須藉由至少一可拆卸式固定件60及至少一限位件50而與第一箍筋10、12、14、16、18固定在一起,藉此於搬運預組鋼筋籠時,主筋40不會與第一箍筋10、12、14、16、18分離開來。此外,限位件50及可拆卸式固定件60的位置並不限定於圖13及圖14所示的位置,使用者可視實際需求安排設置。The plurality of limiting members 50 can be respectively disposed on different first stirrups. Referring to FIG. 13 and FIG. 14 together, in the first stirrup 10 located in the upper layer (ie, the first stirrup 10 of the front end), the limiting member 50 is disposed at four corners of the first stirrup 10 to The main rib 40 which is disposed at the corner of the first stirrup 10 can be limited to the accommodating space 52 by the limiting member 50 (FIG. 13), and the remaining main ribs 40 are replaced by the detachable fixing member 60. A stirrup 10 is detachably fixed together. In the first stirrup 12 located in the lower layer of the first stirrup 10, the detachable fixing member 60 is disposed at four corners of the first stirrup 12 so that the main rib 40 worn at the corner of the first stirrup 12 can be borrowed The first stirrup 12 is detachably fixed by the detachable fixing member 60, and the remaining main ribs 40 are restricted in the accommodating space 52 by the limiting member 50 (FIG. 14). In other words, each of the main ribs 40 must be fixed to the first stirrups 10, 12, 14, 16, 18 by at least one detachable fixing member 60 and at least one limiting member 50. When the steel cage is pre-assembled, the main rib 40 is not separated from the first stirrups 10, 12, 14, 16, 18. In addition, the positions of the limiting member 50 and the detachable fixing member 60 are not limited to the positions shown in FIG. 13 and FIG. 14 , and the user can arrange the settings according to actual needs.

接著,提供第二箍筋20,並將第二箍筋20套設於主筋40及工作筋30之一端(步驟S60)。再藉由可拆卸式固定件60來將第二箍筋20暫時固定於工作筋30及/或末端的第一箍筋18上(步驟S70),即完成本創作之預組鋼筋籠的製作。較佳地,於實務上,第二箍筋20係藉由可拆卸式固定件60而與最末端的第一箍筋(例如為圖1的第一箍筋18)暫時固定在一起。同理,第二箍筋20的數量亦不受限,且實務上欲使用第二箍筋20時,亦即將第二箍筋20之位置調整至適當位置時,亦可先去除可拆卸式固定件60。第二箍筋20之數量可例如為1個或多個,且僅為舉例,其數量並不限定於此。使用者可視實際需求調整數量。Next, the second stirrup 20 is provided, and the second stirrup 20 is sleeved on one end of the main rib 40 and the working rib 30 (step S60). The second stirrup 20 is temporarily fixed to the working stirrup 30 and/or the first stirrup 18 at the end by the detachable fixing member 60 (step S70), that is, the preparation of the pre-group reinforcing cage of the present creation is completed. Preferably, in practice, the second stirrup 20 is temporarily secured to the first end of the first stirrup (eg, the first stirrup 18 of FIG. 1) by the detachable fastener 60. Similarly, the number of the second stirrups 20 is not limited, and when the second stirrup 20 is actually used, that is, when the position of the second stirrup 20 is adjusted to an appropriate position, the detachable fixing may be removed first. Item 60. The number of the second stirrups 20 may be, for example, one or more, and is merely an example, and the number thereof is not limited thereto. The user can adjust the quantity according to actual needs.

由於本創作係採用預先組裝好預組鋼筋籠的施工方式,因此可免除習知建築營造須搭設鷹架之危險性,且本創作比傳統工法更能夠縮短營造工時。並且,藉由預先組裝好預組鋼筋籠,可以提前備料及組裝,不須等待樓板完成才能施工,不僅不受施工現場的天候影響,且有利於掌控營造進度、品質及降低營造成本。Since the creation system adopts the pre-assembled construction method of the pre-assembled steel cage, the danger of the construction of the scaffold by the conventional building can be eliminated, and the creation can shorten the construction time by the traditional method. Moreover, by pre-assembling the pre-grouped steel cages, materials and assembly can be prepared in advance, without waiting for the completion of the slab construction, which is not only affected by the weather on the construction site, but also helps to control the progress, quality and construction cost.

在完成預組鋼筋籠的製作後,使用者可將預組鋼筋籠搬移至施工現場,並藉由將主筋40與樓板上之主筋40(例如另一預組鋼筋籠之主筋)連接在一起,而將兩預組鋼筋籠組接在一起。如前所述,可藉由螺合兩主筋40的第一接合部42及第二接合部44,以使兩主筋40組接在一起。藉由將多個主筋40組接在一起即可完成兩預組鋼筋籠的組接。After completing the production of the pre-grouped cage, the user can move the pre-group cage to the construction site and connect the main rib 40 with the main rib 40 of the slab (for example, the main rib of another pre-group cage). The two pre-grouped steel cages are grouped together. As described above, the two main ribs 40 can be brought together by screwing the first joint portion 42 and the second joint portion 44 of the two main ribs 40. The assembly of the two pre-grouped steel cages can be accomplished by joining together a plurality of main ribs 40.

在本創作中,由於主筋40及工作筋30是穿設於第二箍筋20中,且第二箍筋是藉由可拆卸式固定件60而與工作筋30及/或末端的第一箍筋18暫時固定在一起。因此,在移除可拆卸式固定件60後,可以將第二箍筋20移動至另一個預組鋼筋籠的主筋40及工作筋30上,以使第二箍筋20套設於另一個預組鋼筋籠的主筋40及工作筋30上。藉此,能夠提高兩個預組鋼筋籠的組接強度。In the present creation, since the main rib 40 and the working rib 30 are disposed in the second stirrup 20, and the second stirrup is the first hoop with the working rib 30 and/or the end by the detachable fixing member 60 The ribs 18 are temporarily fixed together. Therefore, after the detachable fixing member 60 is removed, the second stirrup 20 can be moved to the main rib 40 and the working rib 30 of the other pre-group reinforcing cage so that the second stirrup 20 is sleeved on the other The main ribs 40 of the group of steel cages and the working ribs 30. Thereby, the assembly strength of the two pre-group reinforcing cages can be improved.

綜上所述,本創作之預組鋼筋籠及其製造方法,採用預先組裝好預組鋼筋籠之施工方式,無須搭設鷹架,可減低危險性並縮短1~3倍營造工時。並且,可提前組裝備料,有利於掌控營造進度及品質,不受施工現場的天候影響。在將預組鋼筋籠與施工現場的另一預組鋼筋籠之主筋進行組裝時,藉由轉動預組鋼筋籠之主筋以使此主筋能夠與另一預組鋼筋籠之主筋組接在一起,不受預組鋼筋籠之主筋是否與另一預組鋼筋籠之主筋有位置偏差之影響,能夠提高預組鋼筋籠之品質並降低時間及作業成本。且因為藉由限位件來將主筋之一區段限位於容置空間中,因此在移動預組鋼筋籠時,穿設於第一箍筋的主筋不會與第一箍筋分離開來,能夠提高預組鋼筋籠之靈活運用性及穩固性。In summary, the pre-grouped steel cages and their manufacturing methods of the present invention adopt pre-assembled construction methods of pre-grouped steel cages, without the need to set up a scaffolding, which can reduce the risk and shorten the construction time by one to three times. Moreover, the equipment can be set in advance, which is conducive to control the construction progress and quality, and is not affected by the weather on the construction site. When assembling the pre-group reinforcement cage with the main reinforcement of another pre-group reinforcement cage at the construction site, the main reinforcement can be combined with the main reinforcement of another pre-group reinforcement cage by rotating the main reinforcement of the pre-group reinforcement cage. It is not affected by the positional deviation of the main reinforcement of the pre-grouped cage and the main reinforcement of the other pre-group reinforcement cage, which can improve the quality of the pre-group reinforcement cage and reduce the time and operation cost. And because one of the main ribs is limited to the accommodating space by the limiting member, when the pre-assembled reinforcing cage is moved, the main rib passing through the first stirrup is not separated from the first stirrup. It can improve the flexibility and stability of the pre-group reinforcement cage.

以上所述僅為舉例性,而非為限制性者。任何未脫離本創作之精神與範疇,而對其進行之等效修改或變更,均應包含於後附之申請專利範圍中。The above is intended to be illustrative only and not limiting. Any equivalent modifications or alterations to the spirit and scope of this creation shall be included in the scope of the appended patent application.

100‧‧‧預組鋼筋籠
10、12、14、16、18‧‧‧第一箍筋
20‧‧‧第二箍筋
30‧‧‧工作筋
40‧‧‧主筋
42‧‧‧第一接合部
44‧‧‧第二接合部
50‧‧‧限位件
52‧‧‧容置空間
60‧‧‧可拆卸式固定件
70‧‧‧強化件
d‧‧‧第一預設間距
S10、S20、S30、S40、S50、S60、S70‧‧‧步驟
100‧‧‧Pre-set steel cage
10, 12, 14, 16, 18‧‧‧ first stirrups
20‧‧‧Second stirrups
30‧‧‧Working bars
40‧‧‧ main tendons
42‧‧‧First joint
44‧‧‧Second joint
50‧‧‧Limited parts
52‧‧‧ accommodating space
60‧‧‧Removable fasteners
70‧‧‧Reinforcement
d‧‧‧First preset spacing
S10, S20, S30, S40, S50, S60, S70‧‧ steps

圖1為本創作之預組鋼筋籠之立體示意圖。Figure 1 is a perspective view of the pre-grouped steel cage of the creation.

圖2為本創作中主筋及工作筋設置於第一態樣的第一箍筋上之示意圖。Fig. 2 is a schematic view showing the main ribs and the working ribs disposed on the first stirrup of the first aspect in the creation.

圖3為本創作中主筋及工作筋設置於具有強化件之第一態樣的第一箍筋上之示意圖。FIG. 3 is a schematic view showing the main rib and the working rib disposed on the first stirrup having the first aspect of the reinforcing member in the present creation.

圖4為本創作中主筋及工作筋設置於第二態樣的第一箍筋上之示意圖。FIG. 4 is a schematic view showing the main rib and the working rib being disposed on the first stirrup of the second aspect in the creation.

圖5為本創作中相鄰兩第一箍筋及第二箍筋之兩末端交錯排列且對角設置之示意圖。FIG. 5 is a schematic view showing the two ends of two adjacent first stirrups and second stirrups staggered and diagonally disposed in the present invention.

圖6為本創作中主筋之立體示意圖。Figure 6 is a three-dimensional schematic view of the main rib in the creation.

圖7為本創作之預組鋼筋籠之製造方法之第一實施例之流程示意圖。FIG. 7 is a schematic flow chart of a first embodiment of a method for manufacturing a pre-assembled steel cage according to the present invention.

圖8為本創作之預組鋼筋籠之製造方法之第二實施例之流程示意圖。FIG. 8 is a schematic flow chart of a second embodiment of a method for manufacturing a pre-assembled steel cage according to the present invention.

圖9至圖14為製造本創作之預組鋼筋籠之示意圖。9 to 14 are schematic views of the pre-grouped steel cages of the present invention.

100‧‧‧預組鋼筋籠 100‧‧‧Pre-set steel cage

10、12、14、16、18‧‧‧第一箍筋 10, 12, 14, 16, 18‧‧‧ first stirrups

20‧‧‧第二箍筋 20‧‧‧Second stirrups

30‧‧‧工作筋 30‧‧‧Working bars

40‧‧‧主筋 40‧‧‧ main tendons

50‧‧‧限位件 50‧‧‧Limited parts

52‧‧‧容置空間 52‧‧‧ accommodating space

d‧‧‧第一預設間距 d‧‧‧First preset spacing

Claims (10)

一種預組鋼筋籠,至少包含: 複數個第一箍筋及至少一第二箍筋; 複數個工作筋,該些工作筋固接該些第一箍筋並穿設該第二箍筋; 複數個主筋,該些主筋可轉動式穿設該些第一箍筋及該第二箍筋;以及 至少一限位件,該限位件之兩端分別固接該些第一箍筋之至少一者以形成一容置空間,且該些主筋之至少一者之一區段係穿設該容置空間且限位於該容置空間中, 其中該些第一箍筋係以一第一預設間距設置於該些主筋及該些工作筋上。A pre-group of steel cages, comprising at least: a plurality of first stirrups and at least one second stirrup; a plurality of work ribs, the work ribs fixing the first stirrups and threading the second stirrup; The main ribs are rotatably disposed through the first stirrups and the second stirrups; and at least one limit member, the two ends of the limit member are respectively fixed to at least one of the first stirrups Forming an accommodating space, and at least one of the main ribs is disposed in the accommodating space and is limited to the accommodating space, wherein the first ribs are first preset The spacing is set on the main ribs and the working ribs. 如申請專利範圍第1項所述之預組鋼筋籠,其中該限位件為一U型環或一條狀結構。The pre-grouped steel cage according to claim 1, wherein the limiting member is a U-shaped ring or a strip-shaped structure. 如申請專利範圍第1項所述之預組鋼筋籠,更包含複數個可拆卸式固定件用以將該些主筋可拆卸式固定於該些第一箍筋之至少一者上以及將該第二箍筋可拆卸式固定於該些工作筋之至少一者及/或末端的該第一箍筋上。The pre-assembled steel cage according to claim 1, further comprising a plurality of detachable fixing members for detachably fixing the main ribs to at least one of the first stirrups and the first The second stirrup is detachably fixed to the first stirrup of at least one of the working ribs and/or the end. 如申請專利範圍第3項所述之預組鋼筋籠,其中該可拆卸式固定件為可撓線體。The pre-assembled steel cage according to claim 3, wherein the detachable fixing member is a flexible wire body. 如申請專利範圍第1項所述之預組鋼筋籠,其中各該些第一箍筋及各該些第二箍筋係一體成型箍筋或組接式箍筋。The pre-assembled steel cage according to claim 1, wherein each of the first stirrups and each of the second stirrups integrally form a stirrup or a joint stirrup. 如申請專利範圍第1項所述之預組鋼筋籠,其中各該些主筋之兩端分別具有一第一接合部及一第二接合部。The pre-assembled steel cage according to claim 1, wherein each of the two main ribs has a first joint portion and a second joint portion. 如申請專利範圍第6項所述之預組鋼筋籠,其中該第一接合部為內螺紋,該第二接合部為外螺紋。The pre-assembled steel cage according to claim 6, wherein the first joint portion is an internal thread, and the second joint portion is an external thread. 如申請專利範圍第1項所述之預組鋼筋籠,其中各該些第一箍筋及各該些第二箍筋係方形箍筋或圓形箍筋。The pre-assembled steel cage according to claim 1, wherein each of the first stirrups and each of the second stirrups are square stirrups or round stirrups. 如申請專利範圍第1項所述之預組鋼筋籠,其中各該些第一箍筋及各該些第二箍筋之兩末端係朝各該些第一箍筋及各該些第二箍筋之中心彎折。The pre-assembled steel cage according to claim 1, wherein each of the first stirrups and the ends of each of the second stirrups are directed toward the first stirrups and the second hoops The center of the rib is bent. 如申請專利範圍第9項所述之預組鋼筋籠,其中相鄰兩該些第一箍筋及該些第二箍筋之該兩末端係交錯排列且對角設置。The pre-assembled steel cage according to claim 9, wherein the two ends of the first two stirrups and the second stirrups are staggered and diagonally disposed.
TW105210019U 2016-07-04 2016-07-04 Pre-assembled steel bar cage TWM529721U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI690640B (en) * 2018-07-20 2020-04-11 易利隆鋼鐵有限公司 Optimization system for pre-assembled structure and method for producing thereof
CN112324053A (en) * 2019-08-05 2021-02-05 戴云发 Building steel bar three-dimensional structure and manufacturing method thereof
CN113123527A (en) * 2021-04-20 2021-07-16 黄均贤 Concrete beam skeleton structure and manufacturing method of concrete beam

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI690640B (en) * 2018-07-20 2020-04-11 易利隆鋼鐵有限公司 Optimization system for pre-assembled structure and method for producing thereof
CN112324053A (en) * 2019-08-05 2021-02-05 戴云发 Building steel bar three-dimensional structure and manufacturing method thereof
CN113123527A (en) * 2021-04-20 2021-07-16 黄均贤 Concrete beam skeleton structure and manufacturing method of concrete beam
CN113123527B (en) * 2021-04-20 2023-07-28 中国建筑第二工程局有限公司 Concrete beam skeleton structure and manufacturing method of concrete beam

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