TW202248500A - Waterborne platform base frame and waterborne platform construction method applying the same capable of quickly completing the positioning of a pipe pile so as to reduce the construction time for the waterborne platform - Google Patents
Waterborne platform base frame and waterborne platform construction method applying the same capable of quickly completing the positioning of a pipe pile so as to reduce the construction time for the waterborne platform Download PDFInfo
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本發明係關於一種建築工程用基架,特別是指一種水上平台基架及應用其之水上平台施工方法。The invention relates to a base frame for construction engineering, in particular to a base frame for a water platform and a construction method for a water platform using the base frame.
在水面上搭建平台的工程中,施工方法都是先在平台搭建的預定點上進行管椿的架設,將搭建平台所需要的多根管椿一一打入水底,讓這些管椿豎立在預定的椿位,之後再利用這些固定好的管椿上,以吊掛的方式掛上橫樑,進一步建立起一個施工平台,以及在這個施工平台上搭建出可供水泥灌注的灌漿模板,最後灌注水泥後拆除模板,就可以完成平台的搭建。In the project of building a platform on the water surface, the construction method is to first erect the pipe piles at the predetermined point of the platform construction, and drive the multiple pipe piles required to build the platform into the bottom of the water one by one, so that these pipe piles can be erected at the predetermined point. Then use these fixed pipes to hang the beams in a hanging way to further build a construction platform, and build a grouting formwork for cement pouring on this construction platform, and finally pour cement After removing the formwork, the platform can be completed.
然而,上述的傳統流程中,管椿的施工需要精密的量測和定位,往往耗費很多工程作業的時間。However, in the above-mentioned traditional process, the construction of the pipe pile requires precise measurement and positioning, which often consumes a lot of engineering time.
有鑑於此,本發明的目的在於提供一種水上平台基架及應用其之水上平台施工方法,其可快速完成管椿的定位,減少水上平台工程的施工時間。In view of this, the purpose of the present invention is to provide a base frame for a water platform and a construction method for a water platform using the same, which can quickly complete the positioning of the pipe studs and reduce the construction time of the water platform project.
為達成前述目的,本發明提供一種水上平台基架,其包含有二掛件、二第一樑柱、二第二樑柱以及二第三樑柱。其中,各該掛件包含有一橫跨件以及一連接件,該橫跨件的一端連接該連接件的一端,且該橫跨件與該連接件之間概呈垂直;二該第一樑柱相互平行並間隔地設置,各該掛件分別對應設置於各該第一樑柱,該連接件的另一端連接各該掛件對應的該第一樑柱;二該第二樑柱相互平行且間隔地橫跨設置於二該第一樑柱,並位於該連接件的兩側,二該第二樑柱的長度大於二該第一樑柱之間的距離,各該第二樑柱具有突出於各該第一樑柱的一端部,該橫跨件、二該第二樑柱的二該端部與各該第一樑柱之間形成有一第一椿位;二該第三樑柱相互平行且間隔地橫跨設置於二該第一樑柱,並位於該連接件的兩側,二該第三樑柱的長度大於二該第一樑柱之間的距離,各該第三樑柱具有突出於各該第一樑柱的一端部,二該第三樑柱的二該端部與各該第一樑柱之間形成有一第二椿位。To achieve the aforementioned purpose, the present invention provides a base frame of a water platform, which includes two pendants, two first beams, two second beams and two third beams. Wherein, each of the pendants includes a spanning piece and a connecting piece, one end of the spanning piece is connected to one end of the connecting piece, and the spanning piece and the connecting piece are generally perpendicular; the two first beams are connected to each other set in parallel and at intervals, each of the pendants is respectively arranged on each of the first beams, and the other end of the connecting piece is connected to the first beam corresponding to each of the pendants; the two second beams are parallel to each other and spaced apart Spanning the two first beams and located on both sides of the connector, the length of the two second beams is greater than the distance between the two first beams, each of the second beams has a One end of the first beam column, the cross member, the two ends of the two second beam columns and each of the first beam columns form a first stub position; the two third beam columns are parallel to each other and spaced apart Set across the two first beams and located on both sides of the connector, the length of the two third beams is greater than the distance between the two first beams, each of the third beams has a protruding A second stub is formed between one end of each of the first beams, two ends of the second third beams and each of the first beams.
為達成前述目的,本發明另提供一種水上平台基架,其包含有:一掛件、二第一樑柱、二第二樑柱以及二第三樑柱。其中,該掛件包含有一橫跨件以及多個連接件,各該連接件的一端連接該橫跨件,且該橫跨件與各該連接件之間概呈垂直;二第一樑柱,二該第一樑柱相互平行並間隔地設置,該橫跨件的長度大於二該第一樑柱之間的距離,而突出於各個第一樑柱;二該第二樑柱相互平行且間隔地橫跨設置於二該第一樑柱,各該連接件的另一端連接對應的各該第二樑柱,二該第二樑柱的長度大於二該第一樑柱之間的距離,各該第二樑柱具有突出於各該第一樑柱的一端部,該橫跨件的端部、二該第二樑柱的二該端部及各該第一樑柱之間形成有一第一椿位;二該第三樑柱相互平行且間隔地橫跨設置於二該第一樑柱,二該第三樑柱的長度大於二該第一樑柱之間的距離,各該第三樑柱具有突出於各該第一樑柱的一端部,二該第三樑柱的二該端部與各該第一樑柱之間形成有一第二椿位。In order to achieve the above purpose, the present invention further provides a base frame of the water platform, which includes: a pendant, two first beams, two second beams and two third beams. Wherein, the pendant includes a spanning piece and a plurality of connecting pieces, one end of each connecting piece is connected to the spanning piece, and the spanning piece and each connecting piece are approximately vertical; two first beams, two The first beams are arranged parallel to each other and spaced apart, the length of the cross member is greater than the distance between the two first beams, and protrudes from each first beam; the two second beams are parallel to each other and spaced apart The other ends of each of the connectors are connected to the corresponding second beams. The length of the two second beams is greater than the distance between the two first beams. Each of the The second beam column has an end protruding from each of the first beam columns, and a first stud is formed between the end of the cross member, the two ends of the two second beam columns and each of the first beam columns. position; the two third beams are arranged parallel to each other and spaced across the two first beams, the length of the two third beams is greater than the distance between the two first beams, each of the third beams It has one end protruding from each of the first beams, and a second stub is formed between the two ends of the two third beams and each of the first beams.
透過上述元件配置與結構設計,本發明所提供的水上平台基架能夠提供了至少兩個椿位,其中的第一椿位讓整個水上平台基架能夠放置在管椿上面,這時候第二椿位便會將接下來要施工的椿位定位出來,而快速完成管椿的定位。Through the above-mentioned component configuration and structural design, the water platform base frame provided by the present invention can provide at least two stub positions, the first stun position allows the entire water platform base frame to be placed on the pipe stub, and the second stun position The position will locate the position of the next to be constructed, and quickly complete the positioning of the pipe.
為達成前述目的,本發明更應用了前述水上平台機架,提供一種水上平台施工方法,其包含有以下步驟:(a)在水上平台的預定點架設二管椿後,在二該管椿分別放置鋼筋籠;(b)將二該橫跨件分別放置到二該鋼筋籠上,使得二該管椿分別位於二該第一椿位內;(c)在二該第二椿位內再架設二管椿並分別放置二鋼筋籠後,設置二新掛件,且分別將二橫跨件放置在新架設的二該鋼筋籠上,並連接二連接件與二該第一樑柱;(d)在二該第一樑柱、二該第二樑柱以及二該第三樑柱上架設一底板與一側模板,使得該底板與該側模板之間形成一灌漿空間;以及(e)灌注水泥至該灌漿空間中,待水泥乾燥後拆除該側模板,以形成一水上平台。In order to achieve the above-mentioned purpose, the present invention further applies the above-mentioned water platform frame, and provides a water platform construction method, which includes the following steps: (a) After erecting two pipes at predetermined points on the water platform, install them on the two pipes, respectively. Place the reinforcement cage; (b) place the two spans on the two reinforcement cages respectively, so that the two tubes are respectively located in the two first positions; (c) erect two more in the two second positions After installing the two steel cages respectively, set up two new pendants, and respectively place the two cross pieces on the two newly erected steel cages, and connect the two connectors with the two first beams and columns; (d) in the two A bottom plate and a side formwork are erected on the first beam column, the second beam column and the two third beam columns, so that a grouting space is formed between the bottom plate and the side formwork; and (e) pouring cement into the In the grouting space, the side formwork is removed after the cement is dry to form a water platform.
透過上述步驟,本發明所提供的水上平台施工方法應用了前述的水上平台基架,進而快速完成管椿的定位。Through the above-mentioned steps, the construction method of the above-water platform provided by the present invention applies the above-mentioned base frame of the above-mentioned above-water platform, and then quickly completes the positioning of the pipe stake.
請參酌第3圖至第5圖,本發明一實施例提供之水上平台基架10包含有二掛件20、二第一樑柱30、二第二樑柱40以及二第三樑柱50。Please refer to FIG. 3 to FIG. 5 , the water
如第3、4圖所示,各個掛件20包含有一橫跨件22以及一連接件24,橫跨件22的一端連接連接件24的一端,且橫跨件22與連接件24之間概呈垂直。其中,兩個掛件20的結構相同,橫跨件22與連接件24較佳是由金屬材質所製成,最佳是由鋼材所製成。在本實施例中,橫跨件22為平板結構,連接件24則是條柱狀結構,連接件24的一端穿過橫跨件22的一端,而橫跨件22與連接件24之間可以是用焊接、一體成形或是相互螺鎖等各種建築工程上常用的方式固定,但橫跨件22與連接件24之間不一定會呈90度角,只要概呈垂直而能夠達到勾掛的功能即可,但實際施作的時候,橫跨件22與連接件24的結構和連接固定方式並不以上述為限。As shown in Figures 3 and 4, each
二第一樑柱30相互平行並間隔地設置,各個掛件20分別對應設置於各個第一樑柱30,亦即一個第一樑柱30上設置有一個掛件20,各個掛件20中連接件24的另一端連接各掛件20對應的各個第一樑柱30,亦即連接件24的兩端分別與橫跨件22以及其對應的第一樑柱30連接。其中,兩個第一樑柱30的結構相同,且較佳是由金屬材質所製成,最佳則是由鋼材所製成,例如H型鋼條或L角鋼條。連接件24的另一端穿入第一樑柱30內連接,且第一樑柱30與連接件24之間可以是用焊接、一體成形或是相互螺鎖等各種建築工程上常用的方式固定。在吊掛的時候,第一樑柱30與連接件24之間概呈垂直,但實務上不一定會呈90度角。The two
二第二樑柱40相互平行且間隔地橫跨設置於二第一樑柱30,亦即各個第二樑柱40的兩端分別設置在二個第一樑柱30,並位於連接件24的兩側,二個第二樑柱40的長度大於二第一樑柱30之間的距離而突出於各個第一樑柱30,而各個第二樑柱40具有突出於各個第一樑柱30的一端部42,橫跨件22、二個第二樑柱40的二個端部42與各個第一樑柱30之間形成有一第一椿位P1。亦即二個第二樑柱40的二個端部42與各個第一樑柱30恰好形成一ㄇ型的形狀,上端則有橫跨件22,中間圍構的空間即為第一椿位P1,而二個掛件20、二個第一樑柱30和二個第二樑柱40就會圍構出二個第一椿位P1。二第二樑柱40更包含有四補強樑42,各補強樑42的兩端分別連接各端部42以及各第一樑柱30,藉此增加結構上的穩定性。其中,兩個第二樑柱40的結構相同,且較佳是由金屬材質所製成,最佳則是由鋼材所製成,例如H型鋼條或L角鋼條,四個補強樑42亦同。各個第一樑柱30與各個第二樑柱40之間可以是用焊接、一體成形等各種建築工程上常用的方式固定。在本實施例中,各個第一樑柱30與各個第二樑柱40之間概呈垂直,而二個第一樑柱30與二個第二樑柱40恰好形成一井字型結構,但實務上各個第一樑柱30與各個第二樑柱40之間不一定會呈90度角,所以二個第一樑柱30與二個第二樑柱40之間也有可能依照施工單位的實際施工狀況而構成其他結構。The two
二第三樑柱50相互平行且間隔地橫跨設置於二第一樑柱30,並位於連接件24的兩側,亦即各個第三樑柱50的兩端分別設置在二個第一樑柱30,二個第三樑柱50的長度大於二第一樑柱30之間的距離而突出於各個第一樑柱30,而各個第三樑柱50具有突出於各個第一樑柱30的一端部52,二個第三樑柱50的二個端部52與各個第一樑柱30之間形成有一第二椿位P2。亦即二個第三樑柱50的二個端部52與各個第一樑柱30恰好形成一ㄇ型的形狀,中間圍構的空間即為第二椿位P2,而二個第一樑柱30和二個第三樑柱50就會圍構出二個第二椿位P2。二第三樑柱50更包含有四補強樑52,各補強樑52的兩端分別連接各端部52以及各第一樑柱30,藉此增加結構上的穩定性。其中,兩個第三樑柱50的結構相同,且較佳是由金屬材質所製成,最佳則是由鋼材所製成,例如H型鋼條或L角鋼條,四補強樑52亦同。各個第一樑柱30與各個第三樑柱50之間可以是用焊接、一體成形等各種建築工程上常用的方式固定。在本實施例中,各個第一樑柱30與各個第三樑柱50之間概呈垂直,而二個第一樑柱30與二個第三樑柱50之間恰好形成一井字型結構,但實務上各個第一樑柱30與各個第三樑柱50之間不一定會呈90度角,所以二個第一樑柱30與二個第三樑柱50之間也有可能依照施工單位的實際施工狀況而構成其他結構。The two
第10圖為本發明另一實施例提供之水上平台基架60,其大部分結構與元件均與先前實施例相同,主要差異在於此一實施例所提供的水上平台基架60中,橫跨件62係由兩個ㄈ型鋼或C型鋼所組接而成,且連接件64則是T型角鋼,藉此讓水上平台基架60架設時更加穩固。Fig. 10 is a water
第11圖為本發明另一實施例提供之水上平台基架70,其大部分結構與元件均與先前實施例相同,主要差異在於此一實施例所提供的水上平台基架70中,掛件72的數量只有一個,且掛件包含有一個橫跨件74以及多個連接件76,各個連接件76的一端連接橫跨件74,各個連接件76的另一端連接對應的各個第二樑柱80,且橫跨件74與各連接件76之間概呈垂直。其中,橫跨件74的長度大於二第一樑柱77之間的距離,而突出於各個第一樑柱77,各個連接件76的一端穿過橫跨件74,可用焊接、一體成形或是相互螺鎖等各種建築工程上常用的方式固定,但橫跨件74與連接件76之間不一定會呈90度角,只要概呈垂直而能夠達到勾掛的功能即可,但實際施作的時候,橫跨件74與連接件76的結構和連接固定方式並不以上述為限。在本實施例中,橫跨件74為一長板結構,連接件76則是條柱狀結構,連接件76的數量共有10個,兩兩成對且相互間隔的設置在橫跨件74與二第二樑柱80間,亦即掛件72中的多個連接件76中,一部分連接件76的另一端連接二第二樑柱80中的一第二樑柱80,另一部分連接件76的另一端連接二第二樑柱80中的另一第二樑柱80,如第11圖所示,本實施例中,連接件76的數量為10個,這10個連接件76兩兩一組,其中一部分,也就是5個連接件76,間隔設置在其中一個第二樑柱80,另一部分,也就是5個連接件76,間隔設置在另一個第二樑柱80。橫跨件74突出於各個第一樑柱77的端部78、二第二樑柱80的二端部82及各個第一樑柱77之間形成有一第一椿位P1,藉此讓水上平台基架70本身的結構更加穩固。Fig. 11 is a water
請參酌第1圖至第9圖,以下以第一實施例所揭露的水上平台基架10,接續說明應用此一水上平台基架10的水上平台施工方法。Please refer to FIG. 1 to FIG. 9 , the following uses the above-water
首先,在水上平台的預定點架設二管椿T後,在二管椿T上分別放置鋼筋籠S。其中,如第1圖所示,管椿T和鋼筋籠S的架設係以一般建築工程上的施作方式進行,在定位管椿T架設的預定點之後,按預定點將預先灌注好的管椿T打入水底中,並且露出一段預定長度,作為後續施工之用。First of all, after erecting the two tubes T at the predetermined point of the water platform, the steel cages S are respectively placed on the two tubes T. Among them, as shown in Fig. 1, the erection of the pipe pile T and the steel cage S is carried out in the general construction method. After positioning the predetermined point for erecting the pipe pile T, the pre-filled pipe pile is placed according to the predetermined point. T is driven into the bottom of the water, and a predetermined length is exposed for subsequent construction.
再者,如第3圖所示,將二橫跨件22分別放置到二鋼筋籠S上或將橫跨件74放置到二鋼筋籠S上,使得二管椿T分別位於二第一椿位P1內。其中,水上平台基架10的整體架構,係在放置於管椿T上前,預先製作完成,而將成品帶到現場後,以吊掛的方式,將二第一椿位P1對準已經架設好的二管椿T放置即可。進一步而言,在一實施例中的水上平台基架10中有二橫跨件22,所以分別放是到二鋼筋籠S上,而另一實施例中的水上平台基架70則只有一橫跨件74,所以該橫跨件74跨置到二鋼筋籠S上。Furthermore, as shown in Figure 3, place the two
接著,在二第二椿位P2內再架設二管椿T並分別放置鋼筋籠S後,設置二個新掛件20,且分別將二橫跨件22放置在新架設的二鋼筋籠S上,並連接二連接件24與二第一樑柱30,如第4、5圖所示。其中,由於第二椿位P2已經藉由水上平台基架10定位出來,因此施工上只要按照第二椿位P2打入管椿T即可,而不用再次定位,可以節省許多施工時候的量測和準備時間。當然在實際施工的時候,管椿T的數量可以依照預定完工後水上平台的大小來架設,而本發明所提供的水上平台基架10,也可以透過增加第三樑柱50的數量來增加更多的第二椿位P2,如第4、5圖所示,本實施例中實際上揭露出了二個第二椿位P2,而可以節省更多的施工時間。Then, after erecting the second tube T in the second position P2 and placing the reinforcement cage S respectively, two new hanging
然後,如第5圖至第7圖所示,在二第一樑柱30、二第二樑柱40以及二第三樑柱50上架設一底板90與一側模板92,使得底板與該側模板之間形成一灌漿空間100。其中,底板90與各個管椿T之間,可以用其他更加貼合的模板來作密封,以免灌漿的時候水泥從管椿T與底板90間的縫隙中掉落。Then, as shown in the 5th figure to the 7th figure, a
最後,灌注水泥至灌漿空間100中,待水泥乾燥後拆除底板90、側模板92、第一樑柱30、第二樑柱40和第三樑柱50,以形成一水上平台D。進一步來說,水泥灌注的高度可以淹過橫跨件22,此時橫跨件22便留在水上平台D內不拆除,而只要解除連接件24和第一樑柱30之間的連接關係,便可將水上平台D下方的第一樑柱30、第二樑柱40和第三樑柱50拆除。另一種方法則是水泥灌注的高度不淹過橫跨件22,此時只要解除橫跨件22與連接件24的連接關係,便可將水上平台D上方的下方的橫跨件22連同第一樑柱30、第二樑柱40和第三樑柱50拆除。也可以用兩次灌注的方式,第一次灌注水泥時,水泥灌注的高度不淹過橫跨件22,拆除連接件24、橫跨件22、第一樑柱30、第二樑柱40和第三樑柱50後,再次灌注水泥至預定高度。Finally, pour cement into the
藉由上述說明與技術特徵,本發明所提供的水上平台基架能夠提供了至少兩個椿位,其中的第一椿位讓整個水上平台基架能夠放置在管椿上面,這時候第二椿位便會將接下來要施工的椿位定位出來,而快速完成管椿的定位,使得施工的過程中,能夠省去第一個管椿之後其他管椿進行量測和定位的時間,進而加速整個水上平台的施工過程,而達到節省成本和提高效率的效果。By virtue of the above description and technical features, the base frame of the water platform provided by the present invention can provide at least two positions, the first position of which allows the entire base frame of the water platform to be placed on the pipe stake, and the second position The position will locate the position of the pile to be constructed next, and quickly complete the positioning of the pipe pile, so that during the construction process, the time for measuring and positioning other pipe piles after the first pipe pile can be saved, thereby speeding up The construction process of the entire water platform can save costs and improve efficiency.
而本發明所提供的水上平台施工方法,應用了前述的水上平台基架,進而快速完成管椿的定位,特別是在現場施工之前,就可以先將水上平台基架預先製作完成,更能節省現場施工的時間。另外,只要利用多組第三樑柱的設置,製造出更多第二管椿位,不斷重複之下,就可以施作出更大面積的水上平台。However, the construction method of the above-water platform provided by the present invention uses the above-mentioned base frame of the above-mentioned water platform, and then quickly completes the positioning of the pipe stakes. The time of on-site construction. In addition, as long as multiple sets of third beams and columns are used to create more second tube stands, and repeated repetitions, a larger area of the water platform can be constructed.
在此必須說明,以上配合圖式所為之詳細描述,僅係為了說明本發明之技術內容及特徵而提供之一實施方式,凡在本發明領域中具有一般通常知識之人,在瞭解本發明之技術內容及特徵之後,於不違背本發明之精神下,所為之種種簡單之修飾、替換或構件之減省,皆應屬於本發明所揭示之申請專利範圍之內。It must be noted here that the above detailed description in conjunction with the drawings is only an implementation mode provided to illustrate the technical content and characteristics of the present invention. Anyone who has general knowledge in the field of the present invention will understand the present invention After the technical contents and features, without violating the spirit of the present invention, all kinds of simple modifications, replacements or omissions of components shall fall within the scope of the patent application disclosed in the present invention.
10、60、70:水上平台基架
20、72:掛件
22、62、74:橫跨件
24、64、76:連接件
78:端部
30、77:第一樑柱
40、80:第二樑柱
42、82:端部
44:補強樑
50:第三樑柱
52:端部
54:補強樑
90:底板
92:側模板
100:灌漿空間
P1:第一椿位
P2:第二椿位
T:管椿
D:水上平台
S:鋼筋籠
10, 60, 70: Water
第1圖為本發明一實施例中,管椿打入預定位置的示意圖。 第2圖為本發明一實施例中,在管椿上綁加鋼筋籠的示意圖。 第3圖為本發明一實施例中,將水上平台基架放置到管椿上的示意圖。 第4圖為本發明一實施例中,將其他管椿根據水上平台基架定位出來的椿位置打入其他管椿,並且在新打入的管椿上綁加鋼筋籠之後的示意圖。 第5圖為本發明一實施例中,將水上平台基架連接掛件,懸掛在新打入的管椿上的示意圖。 第6圖為本發明一實施例中,在水上平台基架上施作出一個底板的示意圖。 第7圖為本發明一實施例中,在底板上施作出四側模板,而形成一灌漿區域的示意圖。 第8圖為本發明一實施例中,在底板上施作出四側模板,而形成一灌漿區域的示意圖。 第9圖為本發明一實施例中,拆除模板後,完成水上平台建構的示意圖。 第10圖為本發明另一實施例中,水上平台基架的部分立體結構示意圖。 第11圖為本發明又一實施例中,水上平台基架的部分立體結構示意圖。。 Fig. 1 is a schematic diagram of driving a pipe stake into a predetermined position in an embodiment of the present invention. Fig. 2 is a schematic diagram of binding and adding reinforcement cages on the pipe stakes in an embodiment of the present invention. Fig. 3 is a schematic diagram of placing the base frame of the water platform on the pipe pile in an embodiment of the present invention. Fig. 4 is a schematic diagram of driving other pipe piles into other pipe piles according to the location of the piles positioned by the base frame of the water platform in an embodiment of the present invention, and after binding and adding reinforcement cages to the newly driven pipe piles. Fig. 5 is a schematic diagram of connecting the base frame of the water platform to the pendant and hanging it on the newly driven pipe stake in an embodiment of the present invention. Fig. 6 is a schematic diagram of a bottom plate constructed on the base frame of the water platform in an embodiment of the present invention. Fig. 7 is a schematic diagram of a grouting area formed by applying four-side formwork on the bottom plate in an embodiment of the present invention. Fig. 8 is a schematic diagram of a grouting area formed by applying four-side formwork on the bottom plate in an embodiment of the present invention. Fig. 9 is a schematic diagram of completing the construction of the water platform after the formwork is removed in an embodiment of the present invention. Fig. 10 is a schematic diagram of a part of the three-dimensional structure of the base frame of the water platform in another embodiment of the present invention. Fig. 11 is a schematic diagram of a part of the three-dimensional structure of the base frame of the water platform in another embodiment of the present invention. .
10:水上平台基架 10: Water platform base frame
20:掛件 20: pendant
22:橫跨件 22: spanning piece
24:連接件 24:Connector
30:第一樑柱 30: First Beam Column
40:第二樑柱 40: Second Beam Column
42:端部 42: end
44:補強樑 44: Reinforcing Beam
50:第三樑柱 50: Third Beam Column
52:端部 52: end
54:補強樑 54: Reinforcing Beam
P1:第一椿位 P1: first position
P2:第二椿位 P2: Second position
T:管椿 T: tube toon
S:鋼筋籠 S: steel cage
Claims (11)
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